CEMCO Steel Framing & Metal Lath by DCG-Clients

Index of CEMCO Products • • • • • • • • • •

Steel Framing (Steel Framing) ViperStud® Interior Framing System (ViperStud) Metal Lath, Plastering Accessories & Water Management (Metal Lath) Head of Wall Systems FAS Track® 1000, DDA, Slotted Track (Head of Wall) Sure-Span® Steel Floor Joist System (Sure-Span) SureBoard® for Shear System (SureBoard) ProX Header® and ProX Rough-Opening (RO) System (ProX) USG Shaftwall and Area Separation Wall Framing Systems (USG Shaftwall) Clips and Connectors (Clips) Miscellaneous (Misc)

STEEL FRAMING AND ACCESSORIES CATALOG ICC ES ESR-3016

2009 & 2012 IBC, IRC www.cemcosteel.com

Certified Steel Stud Association

TABLE OF CONTENTS

Section

Pages

Introduction to CEMCO....................................................................................................................... 3 Product Identification.........................................................................................................................4-5 LEED Certification.............................................................................................................................. 6 General Product Information ............................................................................................................. 7-8 Section Properties for Structural Studs and Tracks ............................................................................ 9-14 Allowable Heights for Curtain Walls ...................................................................................................15-19 Wall Bracing Options.......................................................................................................................... 20 Combined Axial and Lateral Load Tables............................................................................................. 21-64 Floor Joist Bridging and Bracing Notes................................................................................................65 Floor Joist Span Tables .......................................................................................................................66-70 Web Crippling Notes........................................................................................................................... 71 Web Crippling Load Tables .................................................................................................................72 Ceiling Span Tables ...........................................................................................................................73-74 Header Loads .....................................................................................................................................75-77 Section Properties and Ceiling Spans for U-Channels ........................................................................78 Section Properties, Ceiling Spans for Hat Channels ...........................................................................79 Map of CEMCO Facilities....................................................................................................................Back Cover

This technical information reflects the most current information available and supersedes any and all previous publications effective July 1, 2013

California CaliforniaExpanded ExpandedMetal MetalProducts ProductsCo. Co.Inc., Inc.,commonly commonlyknown knownasasCEMCO, CEMCO,was was founded founded inin 1974. 1974. CEMCO CEMCO isis the the leader leader inin quality, quality, service, service, and and product product development, development,always alwaysstriving strivingtotodeliver deliverthe thecutting-edge cutting-edgesolutions solutionsthat thatsave saveboth both time timeand andmoney moneyduring duringthe theentire entireconstruction constructionprocess. process.Our Ourcommitment commitmenttotoquality quality control control and and the the use use ofof mill-certified mill-certified prime prime steel steel ensures ensures stellar stellar product product performance performancelong longafter afterthe theproject projectisisfinished. finished.

DISCLAIMER DISCLAIMER AllAlldata, data,specifications, specifications,and anddetails detailscontained containedininthis this publication publicationare areintended intendedasasa ageneral generalguide guideforforusing using CEMCO CEMCO cold-formed cold-formed steel steel framing framing products products and and accessories. accessories.These Theseproducts productsare arenot nottotobebeused usedinin

CEMCO CEMCOmanufactures manufacturesallallofofour ourproducts productsininthe theUSA USAinineach eachofofour ourfour four state-of-the-art state-of-the-artfacilities facilitieslocated locatedininCity CityofofIndustry, Industry,CA, CA,Pittsburg, Pittsburg,CA, CA,Denver, Denver,CO, CO, and andFt.Ft.Worth, Worth,TX. TX. CEMCO CEMCOisisone oneofofthe thefew fewmanufacturers manufacturerstotoproduce produceallallofofour ourproducts productsfrom fromhigh high quality quality mill-certified mill-certified PRIME PRIME hot-dipped hot-dipped galvanized galvanized steel. steel. Our Our products products are are manufactured manufacturedtotothe thestringent stringenttolerances tolerancesestablished establishedbybythe theAmerican AmericanIron Ironand and Steel SteelInstitute, Institute,and andthe themost mostrecent recentIBC, IBC,IRC, IRC,and andCBC CBCBuilding BuildingCodes. Codes.

design design oror construction construction without without anan independent independent evaluation evaluationbybya alicensed licensedand andqualified qualifiedengineer engineeroror architect architecttotoverify verifythe thesuitability suitabilityofofa aparticular particular product productforforuse useinina aspecific specificapplication. application.CEMCO CEMCOand and itsitsentities entitiesassume assumenonoliability liabilityforforfailure failureresulting resulting from fromthe theuse useorormisapplication misapplicationofofcomputations, computations,

WeWeare areproud proudtotooffer offerone oneofofthe thebroadest broadestproduct productlines linesavailable availableininthe thecold-formed cold-formed steel-framing steel-framingindustry. industry.Each Eachofofour ourproducts productshas hasbeen beenmanufactured manufacturedhere hereininthe the USA, USA, and and typically typically qualifies qualifies forfor credits credits inin the the Leadership Leadership inin Energy Energy and and Environmental Environmental Design Design program, program, commonly commonlyknown known asas LEED. LEED. Our Our metal metal lath, lath, plastering plasteringaccessories, accessories,and andwater watermanagement managementproducts productsare aremanufactured manufacturedtoto handle handleboth bothinterior interiorand andexterior exteriorapplications. applications. Like LikeallallCEMCO CEMCOproducts, products,theyâ&#x20AC;&#x2122;re theyâ&#x20AC;&#x2122;re produced producedfrom fromhigh-quality, high-quality,mill-certified mill-certifiedhot-dipped hot-dippedgalvanized galvanizedPRIME PRIMEsteel steeltoto guarantee guaranteeproper properperformance performancelong longafter afterthe thefinish finishcoat coatisisapplied. applied.

detail detaildrawings, drawings,and andspecifications specificationscontained containedherein. herein. This Thispublication publicationcontains containsthe thelatest latestinformation information available availableatatthe thetime timeofofprinting. printing.CEMCO CEMCOand anditsits entities entities reserve reserve the the right right toto make make changes changes oror modifications modificationstotothe thematerials materialsofofany anyofofitsitsproducts products without withoutout outprior priornotice noticeororobligation. obligation.Contact ContactCEMCO CEMCO

With Withour ourstate-of-the-art state-of-the-artfacilities, facilities,CEMCO CEMCOcan canhandle handleany anysize sizeconstruction construction project. project.WeWedistribute distributeproducts productsthroughout throughoutthe theUnited UnitedStates, States,Canada, Canada,Mexico, Mexico,and and the thePacific PacificRim. Rim.Our Ourproducts productsare areavailable availableonly onlythrough throughbuilding buildingmaterial materialdealers, dealers, who whowork workclosely closelywith withcontractors contractorsonontechnical technicalassistance, assistance,specifications specifications and andsubmittals. submittals.

atat800-775-2362 800-775-2362ororwww.cemcosteel.com www.cemcosteel.comforforthe the latest latestinformation informationononthese theseororany anyother otherCEMCO CEMCOproducts. products.

AllAll ofof our our CEMCO CEMCO literature, literature, product product data, data, and and catalog catalog information information are are located located onon our our website websiteatatwww.cemcosteel.com. www.cemcosteel.com.

PRODUCT IDENTIFICATION

Introduction To CEMCO Nomenclature CEMCO and other industry leaders have developed a four part identification code which identifies the size (both depth, and flange width), style, and material thickness of each member.

Example: MEMBER DEPTH:

FLANGE WIDTH:

(Example: 6” = 600 x 1/100 inches) All member depths are taken in 1/100 inches. For all “T” sections, member depth is the Inside to inside dimension.

(Example: 1 5/8” = 162 x 1/100 inches) All flange widths are taken in 1/100 inches.

600 S 162 - 54 STYLE:

MATERIAL THICKNESS:

(Example: Stud or Joist Section = S)

(Example: 0.054 in. = 54 mils; 1 mil = 1/1000 in.)

The four alpha characters utilized by the Designator system:

Material thickness is thickness in mils. Minimum base metal thickness represents 95% of the design thickness.

Designator system: S = Stud or Joist Sections T = Track Sections U = Channel Sections F = Furring Channels Section

Note: For those sections where two different yield strengths (33 ksi and 50 ksi) are shown, the yield strength used in the design, if greater than 33 ksi, needs to be identified on the design and ordering of steel. (i.e. 600S162-54 (50 ksi))

Stud/Track S-sections

C-Stud/Joist S-Sections

Track T-Sections

Channel U-Sections

Furring Channel F-Sections

Product Identification

Code Approvals Products manufactured by CEMCO are recognized by the ICC Evaluation Services' ICC ES ESR-3016 and under the tolerances of a code compliance program. Code approvals include 2009 IBC, 2012 IBC, 2010 CBC, 2009 IRC.

Material Specifications Products manufactured by CEMCO are formed from hot-dipped galvanized steel meeting or exceeding the following ASTM, AISI standards, UL, Intertek, and additional code approval agencies. Structural members are coated to meet the minimum code requirements, higher corrosion protection coating such as G90 are available upon request.

Product Type

Material Specifications

Min. Yield

Min. Tensile

Min. Metallic Coating Designation

Non-Strutural ASTM C645

ASTM A653, SS Grade 33

33 ksi

45 ksi

G401

ASTM A1003, Grade 33 (NS33)

33 ksi

…6

ASTM A653, SS Grade 33

33 ksi

45 ksi

G601, A601

ASTM A653, SS GRADE 50 Class 1

33 ksi

65 ksi

G601, A601

ASTM A1003, Grade 33 Type H (ST33H)

33 ksi

45 ksi

G601, A601, AZ502, GF303

ASTM A1003, Grade 50 Type H (ST50H)

33 ksi

65 ksi

G601, A601, AZ502, GF303

Structural Products ASTM C955 (CP60 Coatings)

G401, A401, AZ502, GF303, T1-254, T2-1004, 60G/60G5

1. A653 Standard for steel sheet, zinc coated (galvanized)or zinc-iron alloy (galvannealed) by the hot-dip process 2. A792 Standard for steel sheet, 55% aluminum-zinc alloy-coated by the hot-dip process 3. A875 Standard for steel sheet, zinc-5% aluminum coated by the hot-dip process 4. A463 Standard for steel sheet, aluminum coated by the hot-dip process 5. A879 Standard for steel sheet, zinc coated by the electrolytic process for application requiring designation of the coating mss on each surface 6. A No tensile strength for NS steels

      

ASTM C955 (Structural Product) ASTM C1007 (Structural Installation) ASTM A924/A924M (Coating) ASTM A653/A653M (Steel) ASTM A1003/A1003M ASTM C645 (Non-Structural Product) ASTM C754 (Non-Structural Installation)

CEMCO Steel framing products are manufactured according to the AISI specification for the Design of Cold-Formed Steel Structural Member, AISI S100-2007. The 2010 CBC is acceptable for use in fire and sound rated assemblies listed in the Code and Gypsum Association Fire Resistance Design Manual. UL® testing Standards and UL® Certified Products and Follow-Up Service. Intertek Fire Endurance Test Program.

LEED® Credits for Cold-Formed Steel Framing Products:     

MR 2.1 & 2.2: Waste Management (2 points). EQ Credit 3.1: Construction Indoor Air Quality Management (1 point). MR 4.1 & 4.2: Recycled Content (2 points). MR 5.1 & 5.2: Regional Materials (2 points). SS Credit 1: Site Selection (1 point).

Earn LEED Certification with help from CEMCO California Expanded Metal Products Co. is proud to be a member of the U.S. Green Building Council and support its LEED program, which aims to improve environmental and economic performance of commercial and residential buildings. LEED (Leadership in Energy & Environmental Design) certifies buildings that meet the standards utilizing energy, environmental design and products, as defined in the LEED rating system. The use of CEMCO products can help projects accumulate points in specific categories, including Recycled Content and Local/Regional Materials. Recycled Content Recycled steel content used in the fabrication of CEMCO cold-formed-steel products are in compliance with the Requirement for Environmental and Recycled Content Materials. CEMCO steel suppliers have indicated that their steel contains 30% to 35% recycled steel. The steel products are manufactured from steel consisting of the following contents:   

For all the information you need about becoming LEED-certified using steel-framing materials, download a copy of CEMCO’s LEED Certification at www.cemcosteel.com or call (800) 775-2362. 6

36.9% Recycled Steel 19.8% Post-Consumer 14.4% Pre-Consumer

Local/Regional Materials CEMCO serves the Western United States through its primary locations in the City of Industry and Pittsburg, Calif., Ft. Worth, TX and Denver, Colo.

General Product Information

Thickness Table Minimum Thickness (mils)

Design Stiffening Lip Length

Design Thickness (in.)

Minimum Thickness (in.)

Inside Corner Radii

Color Code

Section

Gauge No.

Flange Width

Design Stiffening Lip Length (in)

S125

1-1/4"

0.188

S137

1-3/8"

0.375

S162

1-5/8"

0.500

S200

0.625

S250

2-1/2"

0.625

S300

0.875

0.0188

0.0179

0.0843

None

0.0283

0.0269

0.0796

Black Pink

0.0312

0.0296

0.0781

20Non-Structural

0.0346

0.0329

0.0764

20Structural

White

0.0451

0.0428

0.0712

Yellow

0.0566

0.0538

0.0849

Green

0.0713

0.0677

0.1069

Orange

0.1017

0.0966

0.1525

Red

1. Minimum Thickness represents 95% of the design thickness and is the minimum acceptable thickness delivered to the job site based on A2.4 of the AISI S100-2007. 2. The tables in this catalog are calculated based on the inside corner radii listed on this table. 3. The inside corner radius is the maximum of 3/32-t/2, or 1.5t

General Notes for All Tables 1. The values in this catalog are based on the 2007 edition of the North American Specification for the Design of Cold-Formed Steel Structural Members, AISI S100-07 as referenced by 2009 International Building Code (IBC) and AISI S100-07 with Supplement S2-10 as referenced by 2012 IBC. 2. Where AISI S100 is referenced, it is the “North American Specification for the Design of Cold-Formed Steel Structural Members”, S100-07 and AISI S100-07 with supplement S2-10 as applicable with US provisions. 3. The structural properties included in this catalog have been computed based on allowable strength design (ASD) method. 4. Distortional buckling calculations are based on the KΦ = 0. 5. The effective moment of inertia for deflection is calculated at a stress which results in a section modulus such that the stress times the section modulus at that stress is equal to the allowable moment AISI S100 Procedure 1 for serviceability determination has been used. 6. Various sections may be manufactured with yield strength of either 33 or 50 ksi. The yield strength used for calculations is indicated in the tables. 7. Conditions with loads that exceed the 10 psf limit for nonstructural members require an approved CP60 coating. 8. When provided, factory punchouts will be located along the centerline of the webs of the members and will have a minimum center-to-center spacing of 24 inches. Punchouts for members greater than 2.5 inches deep are a maximum of 1.5 inches wide x 4.0 inches long. Members with depths of 2.5 inches and smaller are maximum of ¾” wide x 2 inches long. Any configuration or combination of holes that fit within the punchout width and length limitations mentioned above shall be permitted; other punchout configurations and locations not in compliance with limitations listed above is permitted provided it is approved by a design professional. 7

General Product Information

DEFINITIONS OF STRUCTURAL PROPERTY SYMBOLS

Gross Section Properties Ix Sx Rx Iy Ry

Moment of Inertia of the cross section about the X-axis. Section modulus about the X-axis. Radius of gyration of cross section about the X-axis. Moment of inertia of cross section about the Y-axis. Radius of gyration of cross section about the Y-axis.

Effective Section Properties

Ixe Sxe Mal Mnd

Effective moment of inertia about the X-axis.

Mad

Allowable moment based on distortional buckling, assuming KΦ = 0. Mad = Mnd/Ω (Ω = 1.67 for members).

Allowable moment for track and channel members, based on local buckling only.

Vag

Allowable strong axis shear away from punchout, calculated in accordance with AISI S100 section C3.2.1.

Vanet

Allowable strong axis shear at the punchout, calculated in accordance with AISI S100 C3.2.1.

Allowable moment based on local buckling. Nominal moment based on distortional buckling, assuming KΦ = 0.

Torsional and Other Properties J

St. Venant torsional constant. The numbers shown in tables for J, have been multiplied by 1000. The actual values can be obtained by dividing the listed numbers by 1000.

Cw Xo

Torsional warping constant.

m Ro ß Lu KΦ 8

Effective section modulus about the X-axis.

Distance from the shear center to the centroid along the principal X-axis. Distance from shear center to mid-plane of web. Polar radius of gyration of cross section about the shear center. 1 -(Xo/Ro)2 Critical unbraced length for lateral-torsional buckling. Members are considered fully braced when unbraced length is less than Lu. Distortional buckling moment (Mad) is calculated without the beneficial effect of Sheathing to rotational stiffness, KΦ = 0.

™

Allowable Section Property Heights for For Structural Non-AxialStuds Load and Bearing Tracks Wall

Web Depth-to-Thickness (h/t) Ratios 2,3,4 Mil Thickness Design Thickness (in) Inside Bend Radius Design Thickness (in)

18 mil 0.0188 0.0843 h (in)

27 m il 0.0283 0.0796

30 mil 0.0312 0.0781

33 mil 0.0346 0.0764

43 mil 0.0451 0.0712

h/t

h (in)

h/t

h (in)

h/t

h (in)

h/t

h (in)

54 mil 0.0566 0.0849 h/t

h (in)

68 mil 0.0713 0.1069 h/t

h (in)

97 mil 0.1017 0.1525 h/t

h (in)

h/t

1.625

1.419

1.409

1.406

1.403

1.392

1.342

1.269

1.117

2.5

2.294

122

2.284

2.281

2.278

2.267

2.217

2.144

1.992

3.5

3.294

175

3.284

116

3.281

105

3.278

3.267

3.217

3.144

2.992

3.625

3.419

182

3.409

120

3.406

109

3.403

3.392

3.342

3.269

3.117

31 34

3.794

2021

3.784

134

3.781

121

3.778

109

3.767

3.717

3.664

3.492

5.5

5.294

5.284

187

5.281

169

5.278

153

5.267

117

5.217

5.144

4.992

5.794

5.784

2041

5.781

185

5.778

167

5.767

128

5.717

101

5.644

5.492

7.794

7.784

7.781

2491

7.778

2251

7.767

172

7.717

136

7.644

107

7.492

9.794

9.784

9.781

9.778

9.767

2171

9.717

172

9.644

135

9.492

11.794

11.784

11.781

11.778

11.767

11.717

2071

11.644

164

11.492

113

13.794

13.784

13.781

13.778

13.767

13.717

2421

13.644

192

13.492

133

Notes: 1. h/t exceeds 200 2. h value used for h/t calculation is the flat width of the web. For (S) members, this is the out-to-out member size, minus twice the thickness, minus twice the inside bend radius 3. h/t values exceeding 260 are marked with a dash (-) 4. h/t values in this table apply to S (studs and joists) members only, and do not apply to tracks and channels

Section Property Table Notes 1. 2. 3. 4. 5. 6. 7. 8. 9.

Web depth for track sections equals nominal depth plus 2 times the design thickness plus bend radius. The centerline bend radius is based on inside corner radii shown in the Steel Thickness table found in this catalog. Effective properties include the strength increase from cold-work of forming per AISI S100 section A7.2 where applicable. Tabulated gross properties are based on full, unreduced section away from punchouts. Effective properties for all “S” sections based on punched sections. Track sections are considered unpunched. Allowable moment is the lesser of Mal and Mad. Stud distortional buckling is based on an assumed KΦ = 0. For deflection determination, use the effective moment of inertia. For sections with properties listed for both 33ksi and 50 ksi yield point, the required yield point should be specified in the design documents. Where effective properties are not listed for a section at 33 ksi or 50 ksi, web-to-thickness limits from the AISI S100 are exceeded, only gross properties are available.

Structural Section Properties for Studs Design Member Thickness Area (in) (in2)

Gross Weight Ix Sx Rx (lb/ft) (in4) (in3) (in)

Effective Properties (Fy=33 ksi) Iy (in4)

Ry Ixe Sxe Mal Vag Vanet Fya (in) (in4) (in3) (in-k) (lb) (lb) (ksi)

Lu Mnd Ixe (in) (in-k) (in4)

Sxe (in3)

Effective Properties (Fy=50 ksi) Mal Vag (in-k) (lb)

Vanet Fya Lu Mnd (lb) (ksi) (in) (in-k)

Torsional Properties Jx1000 Cw (in4) (in6)

Xo (in)

m (in)

Ro Î˛ (in)

250S137-33 0.0346 0.197 0.67 0.203 0.163 1.015 0.052 0.515 0.203 0.158 3.11 975 399 33.0 35.5 5.18 0.079 0.076 -1.141 0.677 1.612 0.499 250S137-43 0.0451 0.255 0.87 0.261 0.208 1.010 0.067 0.511 0.261 0.205 4.53 1265 394 36.9 33.7 7.68 0.173 0.096 -1.129 0.670 1.599 0.501 250S137-54 0.0566 0.316 1.07 0.318 0.255 1.004 0.080 0.504 0.318 0.244 8.22 2353 565 56.3 27.1 13.96 0.337 0.115 -1.115 0.663 1.583 0.504 250S137-68 0.0713 0.390 1.33 0.386 0.309 0.994 0.095 0.495 0.386 0.308 10.65 2866 519 57.7 26.8 17.83 0.661 0.138 -1.096 0.653 1.561 0.507 250S137-97 0.1017 0.533 1.81 0.506 0.405 0.975 0.120 0.475 0.506 0.405 14.75 3798 429 60.8 26.5 24.62 1.839 0.176 -1.057 0.633 1.514 0.513 250S162-33 0.0346 0.223 0.76 0.235 0.188 1.027 0.087 0.624 0.235 0.180 3.55 975 399 33.0 44.1 5.95 0.089 0.146 -1.470 0.859 1.898 0.401 250S162-43 0.0451 0.289 0.98 0.302 0.242 1.022 0.111 0.620 0.302 0.240 5.22 1265 394 36.3 42 8.78 0.196 0.184 -1.457 0.852 1.885 0.402 250S162-54 0.0566 0.358 1.22 0.370 0.296 1.016 0.135 0.613 0.370 0.284 9.42 2353 565 55.4 33.9 15.84 0.383 0.223 -1.443 0.845 1.868 0.403 250S162-68 0.0713 0.443 1.51 0.450 0.360 1.007 0.162 0.605 0.450 0.357 12.11 2866 519 56.6 33.7 20.39 0.752 0.268 -1.424 0.835 1.846 0.405 250S162-97 0.1017 0.610 2.07 0.596 0.477 0.989 0.209 0.586 0.596 0.477 16.93 3798 429 59.2 33.5 28.24 2.102 0.346 -1.386 0.815 1.801 0.408 350S137-33 0.0346 0.232 0.79 0.441 0.252 1.380 0.059 0.503 0.441 0.223 4.41 1024 487 33.0 34.8 7.58 0.093 0.153 -1.016 0.621 1.786 0.676 350S137-43 0.0451 0.300 1.02 0.568 0.324 1.375 0.075 0.498 0.568 0.307 6.07 1739 631 33.0 34.7 10.65 0.204 0.193 -1.005 0.615 1.774 0.679 350S137-54 0.0566 0.372 1.27 0.696 0.398 1.367 0.090 0.492 0.696 0.366 10.95 3372 947 50 28 19.09 0.398 0.233 -0.991 0.607 1.759 0.683 350S137-68 0.0713 0.461 1.57 0.849 0.485 1.357 0.107 0.482 0.849 0.472 14.12 4202 897 50 27.9 24.25 0.782 0.280 -0.973 0.598 1.738 0.687 350S137-97 0.1017 0.635 2.16 1.130 0.646 1.334 0.136 0.462 1.130 0.629 22.9 5704 775 50 27.9 39.23 2.189 0.361 -0.935 0.579 1.693 0.695 350S162-33 0.0346 0.258 0.88 0.508 0.290 1.404 0.098 0.617 0.508 0.257 5.08 1024 487 33.0 42.8 8.70 0.103 0.277 -1.324 0.796 2.026 0.573 350S162-43 0.0451 0.334 1.14 0.654 0.374 1.400 0.125 0.612 0.654 0.357 7.05 1739 631 33.0 42.6 12.21 0.227 0.350 -1.312 0.789 2.014 0.575 350S162-54 0.0566 0.415 1.41 0.804 0.460 1.392 0.152 0.606 0.804 0.426 12.74 3372 947 50 34.5 21.83 0.443 0.426 -1.298 0.782 1.998 0.578 350S162-68 0.0713 0.515 1.75 0.985 0.563 1.383 0.184 0.597 0.985 0.549 16.44 4202 897 50 34.5 28.15 0.872 0.514 -1.280 0.772 1.977 0.581 350S162-97 0.1017 0.711 2.42 1.320 0.754 1.362 0.238 0.578 1.320 0.738 26.18 5704 775 50 34.7 44.70 2.452 0.672 -1.242 0.752 1.932 0.587 362S137-33 0.0346 0.236 0.80 0.479 0.264 1.424 0.059 0.501 0.479 0.232 4.59 1024 521 33.0 34.7 7.89 0.094 0.165 -1.003 0.615 1.813 0.694 362S137-43 0.0451 0.306 1.04 0.616 0.340 1.419 0.075 0.497 0.616 0.320 6.32 1739 676 33.0 34.6 11.11 0.207 0.208 -0.991 0.608 1.801 0.697 362S137-54 0.0566 0.379 1.29 0.756 0.417 1.411 0.091 0.490 0.756 0.381 11.42 3372 1016 50 27.9 19.88 0.405 0.251 -0.978 0.601 1.785 0.700 362S137-68 0.0713 0.470 1.60 0.922 0.509 1.401 0.109 0.480 0.922 0.493 14.77 4370 1004 50 27.8 25.45 0.797 0.302 -0.959 0.592 1.764 0.704 362S137-97 0.1017 0.648 2.20 1.229 0.678 1.377 0.137 0.460 1.229 0.662 24.1 5943 875 50 27.8 41.21 2.233 0.390 -0.922 0.573 1.720 0.713 362S162-33 0.0346 0.262 0.89 0.551 0.304 1.450 0.099 0.616 0.551 0.268 5.29 1024 521 33.0 42.6 9.07 0.105 0.297 -1.308 0.789 2.048 0.592 362S162-43 0.0451 0.340 1.16 0.710 0.392 1.445 0.127 0.611 0.710 0.372 7.34 1739 676 33.0 42.5 12.73 0.230 0.376 -1.297 0.782 2.036 0.594 362S162-54 0.0566 0.422 1.44 0.873 0.481 1.438 0.154 0.604 0.873 0.444 13.28 3372 1016 50 34.4 22.65 0.451 0.457 -1.283 0.774 2.020 0.597 362S162-68 0.0713 0.524 1.78 1.069 0.590 1.429 0.186 0.596 1.069 0.574 17.18 4370 1004 50 34.3 29.50 0.887 0.552 -1.264 0.765 1.998 0.600 362S162-97 0.1017 0.724 2.46 1.435 0.792 1.408 0.241 0.577 1.435 0.776 27.52 5943 875 50 34.5 46.90 2.496 0.723 -1.226 0.745 1.954 0.606 362S200-33 0.0346 0.297 1.01 0.648 0.358 1.478 0.177 0.772 0.647 0.294 5.81 1024 521 33.0 53.5 10.34 0.118 0.577 -1.741 1.030 2.411 0.478 362S200-43 0.0451 0.385 1.31 0.836 0.461 1.474 0.227 0.767 0.836 0.427 8.43 1739 676 33.0 53.5 14.53 0.261 0.734 -1.729 1.024 2.398 0.480 362S200-54 0.0566 0.479 1.63 1.030 0.568 1.467 0.277 0.761 1.030 0.49 14.66 3372 1016 50 43.3 25.83 0.511 0.896 -1.715 1.016 2.382 0.482 362S200-68 0.0713 0.595 2.02 1.265 0.698 1.458 0.337 0.753 1.265 0.666 19.95 4370 1004 50 43.4 34.26 1.008 1.089 -1.696 1.006 2.360 0.484 362S200-97 0.1017 0.826 2.81 1.711 0.944 1.440 0.446 0.735 1.711 0.928 32.03 5943 875 50 43.7 54.40 2.847 1.441 -1.658 0.986 2.315 0.487 362S250-43 0.0451 0.430 1.46 0.980 0.541 1.510 0.385 0.946 0.980 0.449 8.88 1739 676 33.0 64.1 15.63 0.292 1.230 -2.199 1.277 2.830 0.396 362S250-54 0.0566 0.535 1.82 1.210 0.668 1.504 0.473 0.940 1.205 0.514 15.4 3372 1016 50 52 27.64 0.571 1.506 -2.184 1.269 2.813 0.397 362S250-68 0.0713 0.666 2.27 1.490 0.822 1.496 0.578 0.931 1.490 0.689 20.63 4370 1004 50 52 37.01 1.129 1.837 -2.165 1.259 2.791 0.398 362S250-97 0.1017 0.927 3.16 2.027 1.118 1.478 0.772 0.912 2.027 1.046 35.17 5943 875 50 52.5 61.67 3.197 2.452 -2.126 1.239 2.746 0.400 362S300-54 0.0566 0.592 2.01 1.390 0.767 1.533 0.734 1.114 1.312 0.5288 15.83 3372 1016 50 60.2 28.96 0.632 2.316 -2.659 1.522 3.265 0.337 362S300-68 0.0713 0.738 2.51 1.716 0.947 1.525 0.900 1.105 1.684 0.716 21.44 4370 1004 50 60.4 39.11 1.250 2.833 -2.640 1.512 3.243 0.337 362S300-97 0.1017 1.029 3.50 2.343 1.292 1.509 1.213 1.086 2.320 1.1496 57.48 5943 875 50 67.3 60.80 3.548 3.803 -2.600 1.491 3.196 0.338 400S137-33 0.0346 0.249 0.85 0.603 0.301 1.556 0.061 0.496 0.603 0.259 5.12 976 595 33.0 34.5 8.81 0.099 0.204 -0.965 0.597 1.897 0.741 400S137-43 0.0451 0.323 1.10 0.776 0.388 1.551 0.078 0.491 0.776 0.359 7.09 1739 810 33.0 34.4 12.47 0.219 0.257 -0.954 0.591 1.885 0.744 400S137-54 0.0566 0.401 1.36 0.953 0.477 1.542 0.094 0.484 0.953 0.428 12.82 3372 1223 50 27.7 22.36 0.428 0.311 -0.940 0.583 1.870 0.747 400S137-68 0.0713 0.497 1.69 1.165 0.582 1.531 0.112 0.475 1.165 0.558 16.7 4871 1356 50 27.6 29.10 0.842 0.375 -0.922 0.574 1.849 0.751 400S137-97 0.1017 0.686 2.33 1.557 0.779 1.507 0.142 0.454 1.557 0.764 27.81 6658 1207 50 27.5 47.32 2.365 0.486 -0.885 0.555 1.806 0.760 400S162-33 0.0346 0.275 0.94 0.692 0.346 1.586 0.103 0.611 0.692 0.299 5.91 976 595 33.0 42.3 10.13 0.110 0.363 -1.263 0.768 2.118 0.644 400S162-43 0.0451 0.357 1.21 0.892 0.446 1.581 0.131 0.606 0.892 0.417 8.23 1739 810 33.0 42.2 14.27 0.242 0.460 -1.252 0.761 2.106 0.647 400S162-54 0.0566 0.443 1.51 1.098 0.549 1.574 0.159 0.600 1.098 0.498 14.9 3372 1223 50 34.1 25.47 0.473 0.560 -1.238 0.754 2.090 0.649 400S162-68 0.0713 0.550 1.87 1.346 0.673 1.564 0.192 0.591 1.346 0.648 19.41 4871 1356 50 34 33.65 0.933 0.677 -1.220 0.745 2.069 0.653 400S162-97 0.1017 0.762 2.59 1.812 0.906 1.542 0.249 0.572 1.812 0.892 31.64 6658 1207 50 34 53.69 2.628 0.889 -1.182 0.725 2.025 0.659 400S200-33 0.0346 0.310 1.05 0.812 0.406 1.619 0.183 0.769 0.812 0.328 6.49 976 595 33.0 53.1 11.52 0.124 0.697 -1.688 1.007 2.462 0.530 400S200-43 0.0451 0.402 1.37 1.047 0.524 1.615 0.235 0.764 1.047 0.478 9.45 1739 810 33.0 53 16.27 0.272 0.886 -1.676 1.000 2.449 0.532 400S200-54 0.0566 0.500 1.70 1.292 0.646 1.608 0.287 0.758 1.292 0.549 16.43 3372 1223 50 42.9 28.88 0.534 1.083 -1.662 0.993 2.433 0.534 400S200-68 0.0713 0.622 2.12 1.589 0.795 1.599 0.349 0.750 1.589 0.751 22.48 4871 1356 50 42.9 38.47 1.054 1.318 -1.643 0.983 2.412 0.536 400S200-97 0.1017 0.864 2.94 2.155 1.077 1.579 0.462 0.731 2.155 1.063 36.68 6658 1207 50 43 62.07 2.978 1.749 -1.605 0.963 2.368 0.540 400S250-43 0.0451 0.447 1.52 1.224 0.612 1.655 0.399 0.945 1.224 0.503 9.93 1739 810 33.0 63.7 17.40 0.303 1.486 -2.139 1.252 2.864 0.443 400S250-54 0.0566 0.556 1.89 1.512 0.756 1.649 0.490 0.938 1.506 0.576 17.24 3372 1223 50 51.6 30.77 0.594 1.821 -2.124 1.244 2.848 0.444 400S250-68 0.0713 0.693 2.36 1.864 0.932 1.640 0.599 0.929 1.864 0.775 23.19 4871 1356 50 51.6 41.35 1.174 2.225 -2.105 1.235 2.826 0.445 400S250-97 0.1017 0.966 3.29 2.541 1.271 1.622 0.801 0.911 2.541 1.191 40.06 6658 1207 50 51.9 69.25 3.329 2.978 -2.066 1.214 2.780 0.448 400S300-54 0.0566 0.613 2.09 1.732 0.866 1.681 0.760 1.114 1.637 0.529 17.72 3372 1223 50 59.9 32.15 0.655 2.802 -2.594 1.496 3.285 0.377 400S300-68 0.0713 0.764 2.60 2.139 1.070 1.673 0.933 1.105 2.099 0.805 24.09 4871 1356 50 60 43.51 1.295 3.432 -2.574 1.486 3.263 0.378 400S300-97 0.1017 1.118 3.80 3.007 1.504 1.640 1.420 1.127 3.007 1.43 42.81 6658 1207 50 66.2 68.00 3.855 6.317 -2.735 1.583 3.383 0.346 550S137-33 0.0346 0.301 1.02 1.283 0.467 2.064 0.067 0.472 1.283 0.453 8.95 699 699 33.0 33.7 12.51 0.120 0.411 -0.841 0.536 2.278 0.864 550S137-43 0.0451 0.391 1.33 1.655 0.602 2.059 0.085 0.467 1.655 0.592 13.08 1550 1199 36.9 31.7 19.38 0.265 0.520 -0.830 0.530 2.268 0.866 550S137-54 0.0566 0.486 1.65 2.039 0.741 2.049 0.103 0.460 2.039 0.714 24.03 3093 1881 56.2 25.5 34.83 0.519 0.632 -0.817 0.523 2.254 0.868 550S137-68 0.0713 0.604 2.05 2.503 0.910 2.036 0.123 0.451 2.503 0.909 31.42 5350 2532 57.7 24.9 48.21 1.023 0.764 -0.801 0.514 2.234 0.871 550S137-97 0.1017 0.838 2.85 3.380 1.229 2.008 0.155 0.430 3.380 1.229 44.72 9518 3026 60.8 23.8 74.69 2.891 0.997 -0.766 0.497 2.192 0.878 550S162-33 0.0346 0.327 1.11 1.458 0.530 2.112 0.113 0.589 1.458 0.512 10.11 699 699 33.0 41.4 14.39 0.130 0.713 -1.114 0.697 2.459 0.795 550S162-43 0.0451 0.424 1.44 1.883 0.685 2.107 0.145 0.584 1.883 0.681 14.79 1550 1199 36.3 39.2 21.95 0.288 0.905 -1.103 0.691 2.448 0.797 550S162-54 0.0566 0.528 1.80 2.324 0.845 2.098 0.176 0.577 2.324 0.811 26.86 3093 1881 55.3 31.6 39.27 0.564 1.105 -1.090 0.684 2.434 0.800 550S162-68 0.0713 0.657 2.24 2.861 1.040 2.086 0.212 0.568 2.861 1.031 34.94 5350 2532 56.6 31.1 58.86 1.114 1.342 -1.072 0.675 2.414 0.803 550S162-97 0.1017 0.915 3.11 3.886 1.413 2.061 0.276 0.549 3.886 1.413 50.13 9518 3026 59.2 30 83.71 3.154 1.775 -1.037 0.656 2.372 0.809 Notes: 1. h/t exceeds 200 2. h value used for h/t calculation is the flat width of the web. For (S) members, this is the out-to-out member size, minus twice the thickness, minus twice the inside bend radius 3. h/t values exceeding 260 are marked with a dash (-) 4. h/t values in this table apply to S (studs and joists) members only, and do not apply to tracks and channels

Structural Section Properties for Studs Design Member Thickness Area (in) (in2)

Gross Weight Ix Sx Rx (lb/ft) (in4) (in3) (in)

Effective Properties (Fy=33 ksi) Iy (in4)

Ry Ixe Sxe Mal Vag (in) (in4) (in3) (in-k) (lb)

Vanet Fya (lb) (ksi)

Lu Mnd Ixe (in) (in-k) (in4)

Sxe (in3)

Effective Properties (Fy=50 ksi) Mal (in-k)

Vag (lb)

Vanet Fya (lb) (ksi)

Lu (in)

Torsional Properties Mnd Jx1000 Cw (in-k) (in4) (in6)

Xo (in)

m (in)

Ro β (in)

600S137-33 0.0346 0.318 1.08 1.582 0.527 2.229 0.069 0.464 1.548 0.455 8.98 638 638 33.0 33.5 13.66 0.127 0.500 -0.807 0.519 2.416 0.889 600S137-43 0.0451 0.413 1.41 2.042 0.681 2.223 0.087 0.459 2.041 0.645 12.74 1416 1240 33.0 33.2 19.76 0.280 0.633 -0.796 0.513 2.406 0.890 600S137-54 0.0566 0.514 1.75 2.518 0.839 2.213 0.105 0.452 2.518 0.777 23.26 2823 1947 50 26.8 35.47 0.549 0.769 -0.784 0.506 2.391 0.893 600S137-68 0.0713 0.640 2.18 3.094 1.031 2.200 0.125 0.443 3.094 1.03 30.84 5350 2879 50 26.5 48.20 1.084 0.930 -0.768 0.497 2.371 0.895 600S137-97 0.1017 0.889 3.03 4.188 1.396 2.170 0.159 0.422 4.188 1.396 50.8 10472 3805 60.8 23.6 84.88 3.066 1.216 -0.734 0.480 2.330 0.901 600S162-33 0.0346 0.344 1.17 1.793 0.598 2.282 0.116 0.581 1.793 0.577 11.41 638 638 33.0 41.1 15.82 0.137 0.861 -1.072 0.677 2.587 0.828 600S162-43 0.0451 0.447 1.52 2.316 0.772 2.276 0.148 0.576 2.316 0.767 16.68 1416 1240 36.3 39 24.16 0.303 1.095 -1.062 0.670 2.577 0.830 600S162-54 0.0566 0.556 1.89 2.860 0.953 2.267 0.180 0.570 2.860 0.916 30.33 2823 1947 55.3 31.4 43.25 0.594 1.337 -1.049 0.663 2.562 0.832 600S162-68 0.0713 0.693 2.36 3.525 1.175 2.255 0.218 0.560 3.525 1.164 39.47 5350 2879 56.6 30.8 59.60 1.174 1.626 -1.032 0.655 2.543 0.835 600S162-97 0.1017 0.966 3.29 4.797 1.599 2.229 0.283 0.541 4.797 1.599 56.73 10472 3805 59.2 29.8 94.66 3.329 2.153 -0.997 0.636 2.501 0.841 600S200-33 0.0346 0.379 1.29 2.075 0.692 2.340 0.209 0.743 2.058 0.621 12.28 638 638 33.0 51.6 17.98 0.151 1.593 -1.457 0.901 2.855 0.740 600S200-43 0.0451 0.492 1.67 2.683 0.894 2.335 0.268 0.739 2.683 0.873 17.24 1416 1240 33.0 51.5 25.69 0.334 2.033 -1.446 0.894 2.844 0.742 600S200-54 0.0566 0.613 2.09 3.319 1.106 2.327 0.328 0.732 3.319 1.015 30.4 2823 1947 50 41.6 45.71 0.655 2.493 -1.432 0.887 2.829 0.744 600S200-68 0.0713 0.764 2.60 4.101 1.367 2.316 0.400 0.723 4.101 1.317 43.71 5350 2879 55.4 39.3 66.29 1.295 3.047 -1.415 0.878 2.809 0.746 600S200-97 0.1017 1.067 3.63 5.612 1.871 2.293 0.530 0.705 5.612 1.871 64.53 10472 3805 57.6 38.3 106.31 3.679 4.080 -1.378 0.859 2.767 0.752 600S250-43 0.0451 0.537 1.83 3.082 1.027 2.396 0.458 0.923 3.082 0.918 18.14 1416 1240 33.0 62.4 27.07 0.364 3.411 -1.874 1.136 3.179 0.652 600S250-54 0.0566 0.670 2.28 3.819 1.273 2.388 0.562 0.917 3.766 1.069 32 2823 1947 50 50.5 47.96 0.715 4.194 -1.860 1.129 3.163 0.654 600S250-68 0.0713 0.836 2.84 4.727 1.576 2.378 0.688 0.908 4.723 1.386 41.49 5350 2879 50 50.4 65.26 1.416 5.145 -1.842 1.119 3.142 0.656 600S250-97 0.1017 1.169 3.98 6.496 2.165 2.357 0.923 0.889 6.496 2.063 69.38 10472 3805 56.2 47.3 111.60 4.030 6.947 -1.803 1.100 3.098 0.661 600S300-54 0.0566 0.726 2.47 4.319 1.440 2.439 0.875 1.098 4.014 1.106 33.13 2823 1947 50 59.1 49.47 0.775 6.452 -2.299 1.372 3.527 0.575 600S300-68 0.0713 0.907 3.09 5.354 1.785 2.430 1.075 1.089 5.221 1.446 43.3 5350 2879 50 59 67.69 1.537 7.937 -2.280 1.363 3.505 0.577 600S300-97 0.1017 1.271 4.32 7.381 2.460 2.410 1.454 1.070 7.280 2.247 67.28 10472 3805 50 58.8 108.00 4.381 10.776 -2.241 1.343 3.461 0.581 800S137-33¹ 0.0346 0.388 1.32 3.198 0.799 2.873 0.073 0.435 2.998 0.622 12.30 474 474 33.0 32.5 17.89 0.155 0.957 -0.696 0.460 2.987 0.946 800S137-43 0.0451 0.503 1.71 4.134 1.033 2.866 0.093 0.430 4.001 0.896 17.70 1051 1051 33.0 32.2 26.32 0.341 1.214 -0.687 0.454 2.978 0.947 800S137-54 0.0566 0.627 2.13 5.110 1.277 2.855 0.112 0.423 4.974 1.083 32.42 2091 2091 50 25.9 47.53 0.670 1.478 -0.676 0.448 2.964 0.948 800S137-68 0.0713 0.782 2.66 6.303 1.576 2.839 0.134 0.414 6.285 1.468 43.96 4221 3367 50 25.6 66.14 1.325 1.789 -0.661 0.440 2.944 0.950 800S137-97 0.1017 1.093 3.72 8.597 2.149 2.805 0.169 0.394 8.597 2.149 64.35 10885 5938 50 25 106.71 3.767 2.349 -0.630 0.423 2.902 0.953 800S162-33¹ 0.0346 0.413 1.41 3.582 0.896 2.943 0.125 0.550 3.384 0.710 14.03 474 474 33.0 40.1 21.05 0.165 1.630 -0.936 0.607 3.137 0.911 800S162-43 0.0451 0.537 1.83 4.633 1.158 2.937 0.160 0.546 4.500 1.019 20.14 1051 1051 33.0 39.9 30.61 0.364 2.076 -0.926 0.601 3.128 0.912 800S162-54 0.0566 0.670 2.28 5.736 1.434 2.927 0.194 0.539 5.600 1.229 36.79 2091 2091 50 32.1 54.79 0.715 2.539 -0.914 0.594 3.113 0.914 800S162-68 0.0713 0.836 2.84 7.089 1.772 2.913 0.235 0.530 7.070 1.663 49.8 4221 3367 50 31.9 75.30 1.416 3.093 -0.899 0.586 3.094 0.916 800S162-97 0.1017 1.169 3.98 9.713 2.428 2.883 0.305 0.510 9.713 2.428 72.7 10885 5938 50 31.4 120.09 4.030 4.114 -0.866 0.568 3.053 0.919 800S200-33¹ 0.0346 0.448 1.52 4.096 1.024 3.023 0.227 0.712 4.096 0.816 16.12 474 474 33.0 50.5 24.25 0.179 2.971 -1.288 0.817 3.363 0.853 800S200-43 0.0451 0.582 1.98 5.302 1.325 3.018 0.292 0.708 5.302 1.293 25.54 1051 1051 33.0 50.4 35.03 0.395 3.797 -1.277 0.811 3.353 0.855 800S200-54 0.0566 0.726 2.47 6.573 1.643 3.009 0.357 0.701 6.573 1.499 44.87 2091 2091 50 40.7 62.44 0.775 4.663 -1.265 0.804 3.338 0.856 800S200-68 0.0713 0.907 3.09 8.140 2.035 2.996 0.435 0.692 8.140 1.964 65.21 4221 3367 55.4 38.4 91.22 1.537 5.712 -1.248 0.796 3.319 0.859 800S200-97 0.1017 1.271 4.32 11.203 2.801 2.969 0.576 0.673 11.203 2.801 96.63 10885 5938 57.6 37.2 149.79 4.381 7.684 -1.214 0.777 3.278 0.863 800S250-43 0.0451 0.627 2.13 6.015 1.504 3.097 0.500 0.893 6.015 1.313 25.95 1051 1051 33.0 61.5 36.87 0.425 6.374 -1.675 1.043 3.632 0.787 800S250-54 0.0566 0.783 2.66 7.465 1.866 3.088 0.614 0.886 7.378 1.525 45.66 2091 2091 50 49.8 65.31 0.836 7.850 -1.661 1.036 3.617 0.789 800S250-68 0.0713 0.978 3.33 9.261 2.315 3.077 0.752 0.877 9.240 2.059 61.65 4221 3367 50 49.6 89.66 1.658 9.652 -1.644 1.027 3.597 0.791 800S250-97 0.1017 1.372 4.67 12.789 3.197 3.053 1.009 0.857 12.789 3.054 102.7 10885 5938 56.2 46.4 156.15 4.731 13.091 -1.607 1.008 3.555 0.796 800S300-54 0.0566 0.839 2.86 8.358 2.090 3.156 0.960 1.069 8.017 1.535 45.96 2091 2091 50 58.6 67.17 0.896 12.076 -2.073 1.271 3.924 0.721 800S300-68 0.0713 1.050 3.57 10.382 2.595 3.145 1.179 1.060 10.191 2.145 64.21 4221 3367 50 58.4 92.63 1.779 14.888 -2.055 1.262 3.903 0.723 800S300-97 0.1017 1.474 5.02 14.375 3.594 3.123 1.595 1.040 14.291 3.304 98.92 10885 5938 50 58.1 150.12 5.082 20.304 -2.017 1.243 3.860 0.727 1000S162-43¹ 0.0451 0.627 2.13 8.025 1.605 3.577 0.168 0.518 7.523 1.302 25.74 836 836 33.0 38.8 37.53 0.425 3.430 -0.823 0.545 3.707 0.951 1000S162-54 0.0566 0.783 2.66 9.950 1.990 3.565 0.204 0.511 9.391 1.572 47.07 1661 1661 50 31.3 67.42 0.836 4.198 -0.812 0.538 3.692 0.952 1000S162-68 0.0713 0.978 3.33 12.325 2.465 3.550 0.246 0.502 11.978 2.154 64.51 3345 3345 50 31 94.14 1.658 5.121 -0.798 0.531 3.673 0.953 1000S162-97 0.1017 1.372 4.67 16.967 3.393 3.516 0.320 0.483 16.967 3.269 97.89 9864 7177 50 30.4 154.59 4.731 6.827 -0.768 0.514 3.631 0.955 1000S200-43¹ 0.0451 0.672 2.29 9.085 1.817 3.676 0.309 0.677 8.602 1.470 29.05 836 836 33.0 49.3 43.67 0.456 6.236 -1.147 0.743 3.910 0.914 1000S200-54 0.0566 0.839 2.86 11.278 2.256 3.666 0.378 0.671 10.769 1.705 51.05 1661 1661 50 39.8 77.89 0.896 7.665 -1.135 0.737 3.896 0.915 1000S200-68 0.0713 1.050 3.57 13.994 2.799 3.652 0.460 0.662 13.665 2.42 72.46 3345 3345 50 39.6 107.72 1.779 9.401 -1.120 0.729 3.876 0.917 1000S200-97 0.1017 1.474 5.02 19.336 3.867 3.622 0.609 0.643 19.336 3.741 112 9864 7177 50 39 174.91 5.082 12.679 -1.088 0.711 3.836 0.920 1000S250-43¹ 0.0451 0.717 2.44 10.203 2.041 3.771 0.531 0.860 10.203 1.617 31.95 836 836 33.0 60.7 46.23 0.486 10.481 -1.518 0.965 4.155 0.867 1000S250-54 0.0566 0.896 3.05 12.677 2.535 3.762 0.653 0.854 12.660 1.879 56.26 1661 1661 50 49.1 82.16 0.957 12.922 -1.505 0.958 4.140 0.868 1000S250-68 0.0713 1.121 3.81 15.751 3.150 3.749 0.799 0.844 15.741 2.768 82.89 3345 3345 50 48.8 113.71 1.899 15.909 -1.488 0.950 4.121 0.870 1000S250-97 0.1017 1.576 5.36 21.827 4.365 3.722 1.072 0.825 21.827 4.181 140.63 9864 7177 56.2 45.6 200.54 5.433 21.632 -1.454 0.932 4.080 0.873 1000S300-54 0.0566 0.953 3.24 14.076 2.815 3.844 1.024 1.037 13.766 1.902 56.96 1661 1661 50 58.1 84.65 1.017 19.888 -1.892 1.185 4.408 0.816 1000S300-68 0.0713 1.192 4.06 17.509 3.502 3.832 1.258 1.027 17.262 2.802 83.89 3345 3345 50 57.8 117.57 2.020 24.551 -1.874 1.176 4.388 0.818 1000S300-97 0.1017 1.677 5.71 24.318 4.864 3.808 1.702 1.007 24.318 4.499 134.69 9864 7177 50 57.4 193.09 5.783 33.570 -1.838 1.158 4.346 0.821 1200S162-54¹ 0.0566 0.896 3.05 15.730 2.622 4.190 0.212 0.486 14.298 1.914 57.31 1377 1377 50 30.5 78.11 0.957 6.340 -0.732 0.493 4.281 0.971 1200S162-68 0.0713 1.121 3.81 19.518 3.253 4.173 0.255 0.477 18.390 2.645 79.19 2771 2771 50 30.2 110.35 1.899 7.739 -0.719 0.485 4.261 0.972 1200S162-97 0.1017 1.576 5.36 26.966 4.494 4.137 0.331 0.459 26.735 4.091 122.49 8147 7411 50 29.5 186.03 5.433 10.331 -0.691 0.470 4.219 0.973 1200S200-54¹ 0.0566 0.953 3.24 17.662 2.944 4.306 0.393 0.643 16.334 2.073 62.07 1377 1377 50 39 91.45 1.017 11.550 -1.032 0.681 4.474 0.947 1200S200-68 0.0713 1.192 4.06 21.947 3.658 4.291 0.479 0.634 20.864 2.963 88.71 2771 2771 50 38.7 127.88 2.020 14.176 -1.017 0.673 4.455 0.948 1200S200-97 0.1017 1.677 5.71 30.417 5.069 4.258 0.635 0.615 30.175 4.66 139.51 8147 7411 50 38.1 211.89 5.783 19.150 -0.987 0.656 4.414 0.950 1200S250-54¹ 0.0566 1.009 3.43 19.681 3.280 4.416 0.683 0.823 18.433 2.149 64.34 1377 1377 50 48.3 97.54 1.078 19.505 -1.378 0.892 4.699 0.914 1200S250-68 0.0713 1.263 4.30 24.484 4.081 4.402 0.836 0.813 23.575 3.007 90.04 2771 2771 50 48.1 136.25 2.141 24.034 -1.362 0.884 4.679 0.915 1200S250-97 0.1017 1.779 6.05 34.016 5.669 4.373 1.121 0.794 33.835 5.037 150.82 8147 7411 50 47.5 225.75 6.134 32.734 -1.329 0.867 4.639 0.918 1200S300-54¹ 0.0566 1.066 3.63 21.699 3.617 4.512 1.074 1.004 21.440 2.272 68.04 1377 1377 50 57.4 101.29 1.138 30.051 -1.743 1.111 4.940 0.876 1200S300-68 0.0713 1.335 4.54 27.020 4.503 4.499 1.320 0.994 26.783 3.317 99.32 2771 2771 50 57.2 141.60 2.262 37.126 -1.726 1.103 4.921 0.877 1200S300-97 0.1017 1.881 6.40 37.616 6.269 4.472 1.786 0.974 37.616 5.831 174.57 8147 7411 50 56.7 235.55 6.484 50.853 -1.691 1.085 4.880 0.880

Structural Section Properties for Tracks Gross Effective Properties (Fy=33 ksi) Effective Properties (Fy=50 ksi) Torsional Properties Design Î˛ Member Thickness Area Weight Ix Sx Rx Iy Ry Ixe Sxe Mal Vag Fya Ixe Sxe Mal Vag Fya Jx1000 Cw Xo m Ro (in) (in2) --(lb/ft) (in4) (in3) (in) (in4) (in) (in4) (in3) (in-k) (lb) (ksi) (in4) (in3) (in-k) (lb) (ksi) (in4) (in6) (in) (in) (in) 250T125-33 0.0346 0.173 0.59 0.192 0.145 1.054 0.027 0.397 0.166 0.103 2.03 1024 33.0 0.069 0.033 -0.760 0.456 1.358 0.687 250T125-43 0.0451 0.225 0.77 0.250 0.188 1.055 0.035 0.395 0.231 0.147 2.91 1356 33.0 0.153 0.042 -0.755 0.453 1.356 0.690 250T125-54 0.0566 0.282 0.96 0.318 0.236 1.062 0.043 0.392 0.297 0.188 5.64 2563 50 0.301 0.054 -0.749 0.449 1.357 0.696 250T125-68 0.0713 0.355 1.21 0.408 0.297 1.072 0.054 0.389 0.402 0.262 7.85 3199 50 0.602 0.069 -0.740 0.444 1.360 0.704 250T125-97 0.1017 0.506 1.72 0.604 0.423 1.092 0.074 0.383 0.604 0.423 12.67 4476 50 1.745 0.101 -0.724 0.434 1.365 0.719 250T150-33 0.0346 0.190 0.65 0.221 0.167 1.079 0.045 0.485 0.179 0.107 2.11 1024 33.0 0.076 0.054 -0.973 0.573 1.532 0.596 250T150-43 0.0451 0.248 0.84 0.289 0.217 1.080 0.058 0.483 0.252 0.154 3.03 1356 33.0 0.168 0.070 -0.968 0.570 1.529 0.599 250T150-54 0.0566 0.311 1.06 0.368 0.273 1.088 0.072 0.481 0.325 0.197 5.89 2563 50 0.332 0.089 -0.961 0.566 1.529 0.605 250T150-68 0.0713 0.391 1.33 0.472 0.344 1.099 0.089 0.478 0.445 0.276 8.27 3199 50 0.663 0.114 -0.953 0.561 1.531 0.613 250T150-97 0.1017 0.557 1.90 0.701 0.491 1.121 0.124 0.471 0.701 0.463 13.86 4476 50 1.921 0.168 -0.935 0.550 1.534 0.629 250T200-33 0.0346 0.225 0.76 0.280 0.212 1.117 0.097 0.658 0.203 0.112 2.22 1024 33.0 0.090 0.118 -1.418 0.813 1.921 0.455 250T200-43 0.0451 0.293 1.00 0.366 0.275 1.118 0.126 0.657 0.288 0.163 3.21 1356 33.0 0.198 0.153 -1.413 0.810 1.918 0.457 250T200-54 0.0566 0.367 1.25 0.466 0.346 1.127 0.157 0.654 0.371 0.209 6.25 2563 50 0.392 0.195 -1.405 0.806 1.917 0.462 250T200-68 0.0713 0.462 1.57 0.600 0.437 1.139 0.196 0.652 0.517 0.296 8.86 3199 50 0.783 0.251 -1.396 0.800 1.916 0.469 250T200-97 0.1017 0.659 2.24 0.893 0.626 1.165 0.275 0.646 0.856 0.510 15.27 4476 50 2.271 0.374 -1.376 0.789 1.915 0.484 250T250-43 0.0451 0.338 1.15 0.443 0.333 1.146 0.230 0.826 0.318 0.169 3.34 1356 33.0 0.229 0.283 -1.873 1.053 2.346 0.362 250T250-54 0.0566 0.424 1.44 0.565 0.419 1.155 0.287 0.824 0.410 0.217 6.50 2563 50 0.453 0.361 -1.865 1.049 2.343 0.366 250T250-68 0.0713 0.534 1.82 0.728 0.530 1.168 0.360 0.821 0.576 0.310 9.27 3199 50 0.904 0.466 -1.855 1.043 2.341 0.372 250T250-97 0.1017 0.761 2.59 1.086 0.761 1.195 0.506 0.815 0.972 0.541 16.20 4476 50 2.622 0.696 -1.834 1.031 2.336 0.384 350T125-33 0.0346 0.207 0.71 0.405 0.222 1.397 0.030 0.379 0.354 0.165 3.27 1024 33.0 0.083 0.070 -0.668 0.414 1.594 0.824 350T125-43 0.0451 0.270 0.92 0.528 0.288 1.397 0.038 0.377 0.490 0.233 4.61 1739 33.0 0.183 0.090 -0.663 0.412 1.592 0.826 350T125-54 0.0566 0.339 1.15 0.668 0.361 1.404 0.048 0.375 0.626 0.297 8.89 3372 50 0.362 0.114 -0.658 0.408 1.595 0.830 350T125-68 0.0713 0.427 1.45 0.851 0.454 1.412 0.059 0.372 0.839 0.407 12.18 4536 50 0.723 0.144 -0.650 0.403 1.599 0.835 350T125-97 0.1017 0.608 2.07 1.243 0.645 1.430 0.081 0.366 1.243 0.645 19.30 6383 50 2.096 0.209 -0.636 0.394 1.607 0.844 350T150-33 0.0346 0.225 0.76 0.461 0.253 1.432 0.049 0.469 0.382 0.171 3.39 1024 33.0 0.090 0.114 -0.866 0.527 1.738 0.752 350T150-43 0.0451 0.293 1.00 0.601 0.328 1.433 0.064 0.467 0.531 0.243 4.80 1739 33.0 0.198 0.148 -0.861 0.525 1.736 0.754 350T150-54 0.0566 0.367 1.25 0.761 0.412 1.440 0.079 0.465 0.679 0.310 9.28 3372 50 0.392 0.187 -0.855 0.521 1.738 0.758 350T150-68 0.0713 0.462 1.57 0.972 0.518 1.450 0.099 0.462 0.919 0.428 12.81 4536 50 0.783 0.238 -0.847 0.516 1.741 0.763 350T150-97 0.1017 0.659 2.24 1.422 0.738 1.469 0.136 0.455 1.422 0.701 20.98 6383 50 2.271 0.346 -0.831 0.506 1.748 0.774 350T200-33 0.0346 0.259 0.88 0.574 0.315 1.487 0.108 0.647 0.428 0.181 3.57 1024 33.0 0.103 0.249 -1.285 0.761 2.069 0.614 350T200-43 0.0451 0.338 1.15 0.749 0.409 1.489 0.140 0.645 0.600 0.257 5.09 1739 33.0 0.229 0.323 -1.280 0.758 2.066 0.616 350T200-54 0.0566 0.424 1.44 0.949 0.513 1.496 0.175 0.642 0.770 0.329 9.85 3372 50 0.453 0.409 -1.273 0.754 2.067 0.621 350T200-68 0.0713 0.534 1.82 1.213 0.647 1.508 0.218 0.639 1.054 0.458 13.71 4536 50 0.904 0.522 -1.264 0.749 2.069 0.626 350T200-97 0.1017 0.761 2.59 1.780 0.923 1.530 0.305 0.633 1.708 0.769 23.01 6383 50 2.622 0.765 -1.247 0.738 2.073 0.638 350T250-43 0.0451 0.383 1.30 0.896 0.490 1.530 0.257 0.819 0.659 0.268 5.29 1739 33.0 0.260 0.593 -1.719 0.996 2.443 0.505 350T250-54 0.0566 0.480 1.63 1.137 0.615 1.538 0.321 0.817 0.846 0.343 10.26 3372 50 0.513 0.752 -1.712 0.992 2.442 0.509 350T250-68 0.0713 0.605 2.06 1.454 0.776 1.550 0.401 0.814 1.168 0.479 14.35 4536 50 1.025 0.961 -1.703 0.987 2.443 0.514 350T250-97 0.1017 0.862 2.93 2.139 1.109 1.575 0.563 0.808 1.924 0.815 24.39 6383 50 2.973 1.413 -1.684 0.975 2.443 0.525 362T125-33 0.0346 0.212 0.72 0.438 0.232 1.438 0.030 0.377 0.384 0.174 3.44 1024 33.0 0.085 0.076 -0.658 0.409 1.626 0.836 362T125-43 0.0451 0.276 0.94 0.571 0.302 1.439 0.039 0.375 0.531 0.245 4.84 1739 33.0 0.187 0.098 -0.654 0.407 1.625 0.838 362T125-54 0.0566 0.346 1.18 0.723 0.378 1.445 0.048 0.373 0.678 0.312 9.34 3372 50 0.369 0.123 -0.648 0.404 1.627 0.841 362T125-68 0.0713 0.436 1.48 0.921 0.475 1.454 0.060 0.370 0.907 0.427 12.78 4703 50 0.738 0.156 -0.641 0.399 1.631 0.846 362T125-97 0.1017 0.621 2.11 1.343 0.675 1.471 0.082 0.363 1.343 0.675 20.20 6622 50 2.140 0.226 -0.626 0.390 1.639 0.854 362T150-33 0.0346 0.229 0.78 0.499 0.264 1.475 0.050 0.467 0.414 0.180 3.56 1024 33.0 0.091 0.124 -0.854 0.522 1.767 0.766 362T150-43 0.0451 0.298 1.02 0.650 0.343 1.476 0.064 0.465 0.574 0.255 5.04 1739 33.0 0.202 0.160 -0.850 0.519 1.766 0.768 362T150-54 0.0566 0.374 1.27 0.823 0.431 1.483 0.080 0.462 0.735 0.325 9.74 3372 50 0.400 0.202 -0.844 0.516 1.768 0.772 362T150-68 0.0713 0.471 1.60 1.050 0.542 1.492 0.099 0.459 0.993 0.449 13.43 4703 50 0.799 0.257 -0.836 0.511 1.771 0.777 362T150-97 0.1017 0.672 2.29 1.534 0.771 1.512 0.138 0.453 1.534 0.733 21.94 6622 50 2.315 0.374 -0.820 0.501 1.778 0.787 362T200-33 0.0346 0.264 0.90 0.619 0.328 1.532 0.110 0.645 0.464 0.190 3.76 1024 33.0 0.105 0.269 -1.270 0.754 2.092 0.631 362T200-43 0.0451 0.343 1.17 0.808 0.427 1.534 0.142 0.643 0.649 0.270 5.34 1739 33.0 0.233 0.350 -1.265 0.752 2.090 0.633 362T200-54 0.0566 0.431 1.47 1.024 0.536 1.541 0.177 0.640 0.832 0.345 10.34 3372 50 0.460 0.442 -1.259 0.748 2.091 0.637 362T200-68 0.0713 0.543 1.85 1.307 0.675 1.552 0.221 0.638 1.138 0.480 14.37 4703 50 0.919 0.564 -1.250 0.743 2.093 0.643 362T200-97 0.1017 0.773 2.63 1.917 0.963 1.575 0.308 0.631 1.839 0.803 24.06 6622 50 2.666 0.825 -1.232 0.732 2.097 0.655 362T250-43 0.0451 0.389 1.32 0.966 0.510 1.577 0.260 0.818 0.713 0.281 5.56 1739 33.0 0.263 0.641 -1.702 0.990 2.460 0.521 362T250-54 0.0566 0.487 1.66 1.224 0.641 1.585 0.324 0.816 0.914 0.360 10.77 3372 50 0.521 0.812 -1.695 0.986 2.460 0.525 362T250-68 0.0713 0.614 2.09 1.565 0.808 1.597 0.406 0.813 1.259 0.502 15.04 4703 50 1.040 1.038 -1.686 0.980 2.460 0.530 362T250-97 0.1017 0.875 2.98 2.300 1.155 1.621 0.570 0.807 2.069 0.851 25.49 6622 50 3.016 1.524 -1.667 0.969 2.461 0.541 400T125-33 0.0346 0.225 0.76 0.549 0.265 1.563 0.031 0.371 0.484 0.201 3.97 940 33.0 0.090 0.095 -0.630 0.396 1.725 0.867 400T125-43 0.0451 0.293 1.00 0.716 0.344 1.563 0.040 0.369 0.666 0.282 5.57 1739 33.0 0.198 0.122 -0.626 0.394 1.724 0.868 400T125-54 0.0566 0.367 1.25 0.904 0.431 1.569 0.049 0.366 0.849 0.359 10.74 3372 50 0.392 0.154 -0.621 0.390 1.727 0.871 400T125-68 0.0713 0.462 1.57 1.150 0.541 1.577 0.061 0.363 1.134 0.488 14.62 5205 50 0.783 0.194 -0.614 0.386 1.731 0.874 400T125-97 0.1017 0.659 2.24 1.673 0.768 1.594 0.084 0.357 1.673 0.768 23.00 7337 50 2.271 0.280 -0.600 0.377 1.740 0.881 400T150-33 0.0346 0.242 0.82 0.622 0.300 1.603 0.051 0.460 0.519 0.208 4.12 940 33.0 0.097 0.155 -0.821 0.507 1.859 0.805 400T150-43 0.0451 0.315 1.07 0.811 0.390 1.604 0.066 0.458 0.719 0.293 5.80 1739 33.0 0.214 0.200 -0.817 0.504 1.857 0.807 400T150-54 0.0566 0.396 1.35 1.025 0.489 1.610 0.082 0.456 0.918 0.374 11.19 3372 50 0.422 0.252 -0.811 0.501 1.860 0.810 400T150-68 0.0713 0.498 1.69 1.306 0.615 1.619 0.102 0.453 1.237 0.513 15.35 5205 50 0.844 0.320 -0.804 0.496 1.864 0.814 400T150-97 0.1017 0.710 2.41 1.903 0.874 1.638 0.141 0.447 1.903 0.832 24.92 7337 50 2.447 0.463 -0.788 0.487 1.872 0.823 400T200-33 0.0346 0.277 0.94 0.768 0.371 1.666 0.113 0.639 0.581 0.220 4.34 940 33.0 0.110 0.336 -1.229 0.737 2.166 0.678 400T200-43 0.0451 0.360 1.23 1.002 0.482 1.668 0.146 0.637 0.811 0.311 6.14 1739 33.0 0.244 0.436 -1.224 0.734 2.164 0.680 400T200-54 0.0566 0.452 1.54 1.268 0.604 1.675 0.182 0.635 1.037 0.397 11.88 3372 50 0.483 0.551 -1.217 0.730 2.165 0.684 400T200-68 0.0713 0.569 1.94 1.617 0.761 1.685 0.227 0.632 1.412 0.549 16.42 5205 50 0.965 0.702 -1.209 0.725 2.168 0.689 400T200-97 0.1017 0.811 2.76 2.363 1.085 1.707 0.317 0.625 2.268 0.911 27.28 7337 50 2.797 1.022 -1.192 0.715 2.173 0.699 400T250-43 0.0451 0.405 1.38 1.193 0.573 1.715 0.268 0.813 0.888 0.324 6.40 1739 33.0 0.275 0.799 -1.653 0.970 2.517 0.569 400T250-54 0.0566 0.509 1.73 1.511 0.720 1.723 0.335 0.811 1.137 0.413 12.38 3372 50 0.543 1.011 -1.646 0.966 2.517 0.572 400T250-68 0.0713 0.641 2.18 1.928 0.907 1.735 0.418 0.808 1.559 0.574 17.19 5205 50 1.086 1.289 -1.637 0.961 2.518 0.578 400T250-97 0.1017 0.913 3.11 2.823 1.296 1.758 0.587 0.802 2.546 0.965 28.89 7337 50 3.148 1.886 -1.618 0.950 2.521 0.588

Structural Section Properties for Tracks Gross Design Member TThickness Area Weight Ix Sx Rx Iy Ry (in) (in2) --(lb/ft) (in4) (in3) (in) (in4) (in)

Effective Properties (Fy=33 ksi)

Effective Properties (Fy=50 ksi)

Ixe Sxe Mal Vag Fya Ixe Sxe Mal Vag (in4) (in3) (in-k) (lb) (ksi) (in4) (in3) (in-k) (lb)

Torsional Properties

Fya Jx1000 Cw Xo (ksi) (in4) (in6) (in)

m (in)

Ro β (in)

550T125-33 0.0346 0.277 0.94 1.159 0.410 2.046 0.033 0.346 1.029 0.270 5.33 680 33.0 0.110 0.195 -0.541 0.350 2.145 0.936 550T125-43 0.0451 0.360 1.23 1.510 0.533 2.047 0.043 0.344 1.428 0.416 8.23 1504 33.0 0.244 0.252 -0.537 0.348 2.144 0.937 550T125-54 0.0566 0.452 1.54 1.903 0.668 2.052 0.053 0.342 1.811 0.535 16.01 2980 50 0.483 0.315 -0.532 0.345 2.147 0.939 550T125-68 0.0713 0.569 1.94 2.412 0.839 2.058 0.066 0.339 2.379 0.769 23.02 5350 50 0.965 0.397 -0.526 0.341 2.152 0.940 550T125-97 0.1017 0.811 2.76 3.483 1.190 2.072 0.090 0.333 3.483 1.190 35.62 10197 50 2.797 0.564 -0.514 0.333 2.161 0.943 550T150-33 0.0346 0.294 1.00 1.295 0.459 2.099 0.055 0.434 1.115 0.310 6.12 680 33.0 0.117 0.320 -0.714 0.455 2.259 0.900 550T150-43 0.0451 0.383 1.30 1.688 0.596 2.099 0.072 0.432 1.516 0.468 9.25 1504 33.0 0.260 0.414 -0.709 0.452 2.258 0.901 550T150-54 0.0566 0.480 1.63 2.128 0.747 2.105 0.089 0.430 1.928 0.595 17.81 2980 50 0.513 0.519 -0.704 0.449 2.261 0.903 550T150-68 0.0713 0.605 2.06 2.699 0.939 2.112 0.110 0.427 2.569 0.804 24.07 5350 50 1.025 0.655 -0.698 0.445 2.265 0.905 550T150-97 0.1017 0.862 2.93 3.904 1.333 2.128 0.153 0.421 3.904 1.278 38.27 10197 50 2.973 0.937 -0.684 0.436 2.275 0.909 550T200-33 0.0346 0.329 1.12 1.567 0.555 2.184 0.123 0.613 1.246 0.307 6.06 680 33.0 0.131 0.694 -1.088 0.674 2.516 0.813 550T200-43 0.0451 0.428 1.46 2.043 0.722 2.185 0.160 0.611 1.690 0.495 9.79 1504 33.0 0.290 0.900 -1.083 0.671 2.514 0.814 550T200-54 0.0566 0.537 1.83 2.578 0.905 2.191 0.199 0.609 2.153 0.630 18.86 2980 50 0.573 1.133 -1.077 0.668 2.517 0.817 550T200-68 0.0713 0.676 2.30 3.274 1.139 2.200 0.248 0.606 2.894 0.857 25.67 5350 50 1.146 1.434 -1.070 0.663 2.521 0.820 550T200-97 0.1017 0.964 3.28 4.746 1.621 2.219 0.347 0.600 4.566 1.391 41.64 10197 50 3.323 2.067 -1.055 0.653 2.529 0.826 550T250-43 0.0451 0.473 1.61 2.399 0.848 2.252 0.295 0.790 1.841 0.516 10.20 1504 33.0 0.321 1.643 -1.484 0.899 2.810 0.721 550T250-54 0.0566 0.594 2.02 3.029 1.063 2.259 0.368 0.788 2.405 0.657 19.66 2980 50 0.634 2.070 -1.478 0.895 2.812 0.724 550T250-68 0.0713 0.748 2.54 3.849 1.339 2.269 0.460 0.785 3.201 0.897 26.86 5350 50 1.267 2.627 -1.470 0.890 2.815 0.727 550T250-97 0.1017 1.066 3.63 5.588 1.908 2.290 0.646 0.779 5.073 1.470 44.01 10197 50 3.674 3.801 -1.453 0.880 2.822 0.735 600T125-33 0.0346 0.294 1.00 1.428 0.465 2.204 0.034 0.339 1.258 0.297 5.87 622 33.0 0.117 0.238 -0.516 0.337 2.289 0.949 600T125-43 0.0451 0.383 1.30 1.861 0.604 2.205 0.044 0.337 1.768 0.461 9.11 1377 33.0 0.260 0.307 -0.513 0.335 2.288 0.950 600T125-54 0.0566 0.480 1.63 2.344 0.756 2.209 0.054 0.335 2.241 0.592 17.73 2728 50 0.513 0.384 -0.508 0.332 2.291 0.951 600T125-68 0.0713 0.605 2.06 2.969 0.950 2.215 0.067 0.332 2.934 0.858 25.69 5350 50 1.025 0.483 -0.503 0.329 2.296 0.952 600T125-97 0.1017 0.862 2.93 4.281 1.347 2.228 0.092 0.326 4.281 1.347 40.33 10885 50 2.973 0.685 -0.491 0.321 2.305 0.955 600T150-33 0.0346 0.311 1.06 1.590 0.517 2.260 0.057 0.426 1.334 0.303 5.99 622 33.0 0.124 0.390 -0.684 0.439 2.399 0.919 600T150-43 0.0451 0.405 1.38 2.072 0.673 2.261 0.073 0.424 1.890 0.474 9.36 1377 33.0 0.275 0.504 -0.680 0.437 2.398 0.920 600T150-54 0.0566 0.509 1.73 2.611 0.843 2.266 0.091 0.422 2.400 0.609 18.24 2728 50 0.543 0.632 -0.675 0.434 2.401 0.921 600T150-68 0.0713 0.641 2.18 3.309 1.059 2.273 0.113 0.419 3.162 0.891 26.68 5350 50 1.086 0.797 -0.669 0.430 2.406 0.923 600T150-97 0.1017 0.913 3.11 4.778 1.504 2.288 0.156 0.413 4.778 1.444 43.23 10885 50 3.148 1.138 -0.656 0.421 2.415 0.926 600T200-33 0.0346 0.346 1.18 1.913 0.622 2.352 0.126 0.604 1.542 0.333 6.59 622 33.0 0.138 0.847 -1.048 0.655 2.645 0.843 600T200-43 0.0451 0.451 1.53 2.494 0.809 2.353 0.163 0.602 2.076 0.565 11.16 1377 33.0 0.305 1.098 -1.044 0.652 2.643 0.844 600T200-54 0.0566 0.565 1.92 3.145 1.015 2.359 0.203 0.600 2.641 0.717 21.48 2728 50 0.604 1.381 -1.038 0.649 2.646 0.846 600T200-68 0.0713 0.712 2.42 3.990 1.277 2.367 0.254 0.597 3.540 0.973 29.12 5350 50 1.206 1.746 -1.031 0.644 2.650 0.849 600T200-97 0.1017 1.015 3.45 5.773 1.816 2.385 0.354 0.591 5.558 1.568 46.94 10885 50 3.499 2.510 -1.016 0.635 2.659 0.854 600T250-43 0.0451 0.496 1.69 2.916 0.946 2.425 0.303 0.781 2.322 0.563 11.13 1377 33.0 0.336 2.004 -1.436 0.878 2.925 0.759 600T250-54 0.0566 0.622 2.12 3.678 1.187 2.432 0.377 0.779 2.953 0.732 21.92 2728 50 0.664 2.523 -1.430 0.874 2.927 0.761 600T250-68 0.0713 0.783 2.67 4.670 1.495 2.442 0.472 0.776 3.918 1.017 30.46 5350 50 1.327 3.198 -1.422 0.869 2.930 0.764 600T250-97 0.1017 1.116 3.80 6.767 2.129 2.462 0.662 0.770 6.157 1.656 49.58 10885 50 3.849 4.616 -1.406 0.859 2.938 0.771 800T125-33¹ 0.0346 0.363 1.24 2.895 0.711 2.824 0.036 0.313 2.441 0.407 8.03 465 33.0 0.145 0.456 -0.439 0.294 2.875 0.977 800T125-43 0.0451 0.473 1.61 3.773 0.924 2.824 0.046 0.311 3.484 0.640 12.65 1030 33.0 0.321 0.589 -0.436 0.292 2.874 0.977 800T125-54 0.0566 0.594 2.02 4.745 1.158 2.827 0.057 0.309 4.426 0.824 24.66 2039 50 0.634 0.735 -0.432 0.289 2.877 0.977 800T125-68 0.0713 0.748 2.54 5.998 1.454 2.833 0.070 0.306 5.956 1.216 36.39 4087 50 1.267 0.920 -0.427 0.286 2.881 0.978 800T125-97 0.1017 1.066 3.63 8.613 2.062 2.843 0.096 0.301 8.613 2.062 61.72 10885 50 3.674 1.296 -0.417 0.279 2.889 0.979 800T150-33¹ 0.0346 0.380 1.29 3.180 0.781 2.891 0.060 0.397 2.569 0.414 8.18 465 33.0 0.152 0.751 -0.588 0.388 2.977 0.961 800T150-43 0.0451 0.496 1.69 4.144 1.015 2.891 0.077 0.395 3.689 0.655 12.95 1030 33.0 0.336 0.972 -0.584 0.386 2.976 0.961 800T150-54 0.0566 0.622 2.12 5.214 1.272 2.896 0.096 0.393 4.692 0.844 25.27 2039 50 0.664 1.215 -0.580 0.383 2.979 0.962 800T150-68 0.0713 0.783 2.67 6.594 1.599 2.902 0.119 0.390 6.361 1.255 37.58 4087 50 1.327 1.526 -0.575 0.379 2.984 0.963 800T150-97 0.1017 1.116 3.80 9.479 2.269 2.914 0.165 0.384 9.479 2.192 65.62 10885 50 3.849 2.162 -0.564 0.372 2.993 0.965 800T200-33¹ 0.0346 0.415 1.41 3.749 0.921 3.005 0.135 0.571 2.788 0.424 8.37 465 33.0 0.166 1.638 -0.917 0.589 3.194 0.918 800T200-43 0.0451 0.541 1.84 4.887 1.197 3.006 0.175 0.569 4.043 0.676 13.35 1030 33.0 0.367 2.124 -0.913 0.587 3.193 0.918 800T200-54 0.0566 0.679 2.31 6.152 1.501 3.011 0.218 0.567 5.149 0.871 26.09 2039 50 0.725 2.664 -0.908 0.584 3.196 0.919 800T200-68 0.0713 0.854 2.91 7.786 1.888 3.019 0.272 0.564 7.051 1.310 39.22 4087 50 1.448 3.357 -0.902 0.580 3.201 0.921 800T200-97 0.1017 1.218 4.15 11.212 2.683 3.034 0.379 0.558 10.833 2.347 70.27 10885 50 4.200 4.792 -0.889 0.571 3.210 0.923 800T250-43 0.0451 0.586 1.99 5.629 1.380 3.100 0.326 0.746 4.655 0.739 14.60 1030 33.0 0.397 3.877 -1.274 0.801 3.433 0.862 800T250-54 0.0566 0.735 2.50 7.090 1.730 3.106 0.407 0.744 5.902 0.959 28.71 2039 50 0.785 4.870 -1.268 0.798 3.436 0.864 800T250-68 0.0713 0.926 3.15 8.978 2.177 3.114 0.509 0.741 7.756 1.560 46.72 4087 50 1.569 6.151 -1.261 0.793 3.441 0.866 800T250-97 0.1017 1.320 4.49 12.944 3.098 3.132 0.713 0.735 11.872 2.487 74.47 10885 50 4.550 8.818 -1.247 0.784 3.450 0.869 1000T125-43¹ 0.0451 0.563 1.92 6.630 1.305 3.431 0.047 0.290 5.886 0.819 16.19 822 33.0 0.382 0.973 -0.379 0.259 3.464 0.988 1000T125-54 0.0566 0.707 2.41 8.333 1.634 3.434 0.059 0.288 7.479 1.055 31.59 1628 50 0.755 1.212 -0.376 0.256 3.466 0.988 1000T125-68 0.0713 0.890 3.03 10.522 2.053 3.438 0.073 0.286 10.155 1.575 47.15 3261 50 1.508 1.515 -0.372 0.253 3.470 0.989 1000T125-97 0.1017 1.269 4.32 15.077 2.912 3.447 0.100 0.280 15.077 2.753 82.42 9507 50 4.375 2.123 -0.363 0.247 3.477 0.989 1000T150-43¹ 0.0451 0.586 1.99 7.207 1.419 3.507 0.080 0.370 6.195 0.837 16.54 822 33.0 0.397 1.612 -0.513 0.345 3.564 0.979 1000T150-54 0.0566 0.735 2.50 9.061 1.777 3.511 0.100 0.368 7.880 1.079 32.29 1628 50 0.785 2.013 -0.509 0.342 3.567 0.980 1000T150-68 0.0713 0.926 3.15 11.445 2.233 3.516 0.124 0.366 10.774 1.621 48.53 3261 50 1.569 2.522 -0.505 0.339 3.571 0.980 1000T150-97 0.1017 1.320 4.49 16.413 3.170 3.526 0.171 0.360 16.413 2.902 86.90 9507 50 4.550 3.557 -0.495 0.332 3.579 0.981 1000T200-43¹ 0.0451 0.631 2.15 8.361 1.646 3.640 0.183 0.539 6.722 0.861 17.01 822 33.0 0.428 3.540 -0.813 0.534 3.769 0.953 1000T200-54 0.0566 0.792 2.69 10.516 2.062 3.645 0.228 0.537 8.560 1.111 33.26 1628 50 0.845 4.434 -0.809 0.531 3.772 0.954 1000T200-68 0.0713 0.997 3.39 13.292 2.594 3.651 0.284 0.534 11.820 1.684 50.42 3261 50 1.690 5.576 -0.803 0.527 3.776 0.955 1000T200-97 0.1017 1.422 4.84 19.087 3.686 3.664 0.397 0.528 18.583 3.081 92.25 9507 50 4.901 7.924 -0.791 0.519 3.786 0.956 1000T250-43¹ 0.0451 0.676 2.30 9.515 1.873 3.751 0.344 0.713 7.283 0.876 17.32 822 33.0 0.458 6.477 -1.147 0.737 3.987 0.917 1000T250-54 0.0566 0.848 2.89 11.972 2.348 3.757 0.429 0.711 9.309 1.132 33.89 1628 50 0.906 8.125 -1.142 0.734 3.990 0.918 1000T250-68 0.0713 1.068 3.64 15.138 2.954 3.764 0.536 0.708 12.867 1.726 51.68 3261 50 1.810 10.240 -1.135 0.730 3.995 0.919 1000T250-97 0.1017 1.523 5.18 21.760 4.202 3.780 0.751 0.702 20.304 3.201 95.84 9507 50 5.252 14.617 -1.122 0.721 4.005 0.921 Notes: 1. h/t exceeds 200 2. h value used for h/t calculation is the flat width of the web. For (S) members, this is the out-to-out member size, minus twice the thickness, minus twice the inside bend radius 3. h/t values exceeding 260 are marked with a dash (-) 4. h/t values in this table apply to S (studs and joists) members only, and do not apply to tracks and channels

Structural Section Properties for Tracks

Gross Design Member Thickness Area Weight Ix Sx Rx Iy

Effective Properties (Fy=33 ksi) Ry

Ixe

Sxe

Mal

Vag Fya

Effective Properties (Fy=50 ksi) Ixe

Sxe

Mal

Vag

Fya

Torsional Properties Jx1000

1200T125-54ยน 0.0566 0.820 2.79 13.335 2.186 4.033 0.060 0.271 11.460 1.286 38.51 1354 50 0.876 1.820 -0.333 0.230 4.055 1200T125-68 0.0713 1.033 3.51 16.826 2.747 4.036 0.074 0.268 15.686 1.934 57.90 2713 50 1.750 2.270 -0.329 0.227 4.059 1200T125-97 0.1017 1.472 5.01 24.078 3.897 4.044 0.102 0.263 23.751 3.442 103.06 7902 50 5.076 3.171 -0.322 0.222 4.065 1200T150-54ยน 0.0566 0.848 2.89 14.378 2.357 4.117 0.103 0.348 12.020 1.313 39.31 1354 50 0.906 3.033 -0.454 0.310 4.156 1200T150-68 0.0713 1.068 3.64 18.148 2.963 4.121 0.127 0.345 16.566 1.987 59.48 2713 50 1.810 3.795 -0.450 0.307 4.160 1200T150-97 0.1017 1.523 5.18 25.987 4.206 4.130 0.176 0.340 25.719 3.616 108.27 7902 50 5.252 5.335 -0.441 0.301 4.168 1200T200-54ยน 0.0566 0.905 3.08 16.464 2.699 4.265 0.236 0.510 12.962 1.350 40.41 1354 50 0.966 6.714 -0.730 0.487 4.357 1200T200-68 0.0713 1.140 3.88 20.791 3.395 4.271 0.294 0.508 18.026 2.058 61.62 2713 50 1.931 8.431 -0.725 0.483 4.362 1200T200-97 0.1017 1.625 5.53 29.805 4.824 4.283 0.410 0.502 28.959 3.819 1 14.35 7902 50 5.602 11.945 -0.714 0.476 4.371 1200T250-54ยน 0.0566 0.962 3.27 18.550 3.041 4.392 0.445 0.681 14.092 1.374 41.14 1354 50 1.027 12.339 -1.039 0.680 4.565 1200T250-68 0.0713 1.211 4.12 23.435 3.826 4.399 0.556 0.678 19.608 2.106 63.04 2713 50 2.052 15.529 -1.033 0.676 4.569 1200T250-97 0.1017 1.727 5.88 33.623 5.442 4.413 0.780 0.672 31.596 3.954 118.37 7902 50 5.953 22.101 -1.021 0.668 4.579 Notes: 1. h/t exceeds 200 2. h value used for h/t calculation is the flat width of the web. For (S) members, this is the out-to-out member size, minus twice the thickness, minus twice the inside bend radius 3. h/t values exceeding 260 are marked with a dash (-) 4. h/t values in this table apply to S (studs and joists) members only, and do not apply to tracks and channels

ฮฒ

0.993 0.993 0.994 0.988 0.988 0.989 0.972 0.972 0.973 0.948 0.949 0.950

™

Allowable AllowableHeights HeightsFor ForNon-Axial Curtain Walls Load Bearing Wall

Curtain Wall, Non - Composite Wall Limiting Height Tables Notes

1. 2. 3. 4. 5. 6. 7. 8. 9. 10.

Studs considered single spanned and unpunched for web crippling and shear. Listed wind pressures represent 1.0 W calculated based on 2009 IBC or 0.6 W calculated based on 2012 IBC. For deflection calculations, listed wind pressures, have been reduced by 0.70 as allowed by IBC. The 5 psf pressure has not been reduced for deflection checks. Web-height thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. Where limiting heights are followed by “e”, web stiffeners are required at ends. Limiting heights based on studs braced against rotation and lateral movement at support with properly fastened sheathing on both flanges over the full height Studs are assumed to be adequately braced at a maximum spacing of Lu to develop full allowable moment, Ma. Limiting heights are based on steel properties only (non-composite). Studs are assumed to be adequately braced at a maximum spacing of Lu to develop full allowable moment, Ma. Web crippling check is based on 1” of bearing at end supports and 3” of bearing at interior support. Shear and web crippling capacity at end supports have NOT been reduced for punchouts. Shear and web crippling capacity at interior support have been reduced for the presence of punchout adjacent to the support. Combined bending and shear check at interior support is based on unreinforced web per AISI S100 (Eq. C3.3.1-1). Shear capacity and combined bending and shear check at interior support have been reduced for the presence of punchouts adjacent to support. Allowable moment is lesser of Mal and Mad. Stud distortional buckling is based on an assumed KΦ=0.

Section

Spacing Fy (ksi) (in) oc

5 psf L/120

L/240

L/360

15 psf L/240

L/360

20 psf L/600

L/240

L/360

25 psf L/600 L/240

L/360 L/600

250S137-33 33 12 17’ 5” 13’ 10” 12’ 1” 10’ 9” 9’ 5” 7’ 11” 9’ 10” 8’ 7” 7’ 2” 9’ 0” 7’ 11” 6’ 8” 250S137-33 33 16 15’ 10” 12’ 7” 11’ 0” 9’ 10” 8’ 7” 7’ 2” 8’ 9” 7’ 9” 6’ 7” 7’ 10” 7’ 2” 6’ 1” 250S137-33 33 24 13’ 10” 11’ 0” 9’ 7” 8’ 3” 7’ 6” 6’ 3” 7’ 2” 6’ 9” 5’ 9” 6’ 5” 6’ 3” 5’ 4” 250S162-33 33 12 18’ 4” 14’ 6” 12’ 8” 11’ 4” 9’ 11” 8’ 4” 10’ 3” 9’ 0” 7’ 7” 9’ 7” 8’ 4” 7’ 0” 250S162-33 33 16 16’ 7” 13’ 2” 11’ 6” 10’ 3” 9’ 0” 7’ 7” 9’ 4” 8’ 2” 6’ 10” 8’ 5” 7’ 7” 6’ 5” 250S162-33 33 24 14’ 6” 11’ 6” 10’ 1” 8’ 10” 7’ 10” 6’ 7” 7’ 8” 7’ 1” 6’ 0” 6’ 10” 6’ 7” 5’ 7” 250S137-43 33 12 18’ 11” 15’ 0” 13’ 1” 11’ 9” 10’ 3” 8’ 7’ 10’ 8” 9’ 4” 7’ 10” 9’ 11” 8’ 7” 7’ 3” 250S137-43 33 16 17’ 2” 13’ 8” 11’ 11” 10’ 8” 9’ 4” 7’ 10” 9’ 8” 8’ 5” 7’ 1” 9’ 0” 7’ 10” 6’ 7” 250S137-43 33 24 15’ 0” 11’ 11” 10’ 5” 9’ 4” 8’ 1” 6’ 10” 8’ 5” 7’ 4” 6’ 2” 7’ 9” 6’ 10” 5’ 9” 250S162-43 33 12 19’ 11” 15’ 9” 13’ 9” 12’ 4” 10’ 9” 9’ 1” 11’ 2” 9’ 9” 8’ 3” 10’ 5” 9’ 1” 7’ 8” 250S162-43 33 16 18’ 1” 14’ 4” 12’ 6” 11’ 2” 9’ 9” 8’ 3” 10’ 2” 8’ 10” 7’ 6” 9’ 6” 8’ 3” 6’ 11” 250S162-43 33 24 15’ 9” 12’ 6” 10’ 11” 9’ 9” 8’ 6” 7’ 2” 8’ 10” 7’ 9” 6’ 6” 8’ 3” 7’ 2” 6’ 1” 250S137-54 50 12 20’ 3” 16’ 1” 14’ 0” 12’ 6” 10’ 11” 9’ 3” 11’ 5” 9’ 11” 8’ 4” 10’ 7” 9’ 3” 7’ 9” 250S137-54 50 16 18’ 5” 14’ 7” 12’ 9” 11’ 5” 9’ 11” 8’ 4” 10’ 4” 9’ 0” 7’ 7” 9’ 7” 8’ 4” 7’ 1” 250S137-54 50 24 16’ 1” 12’ 9” 11’ 1” 9’ 11” 8’ 8” 7’ 4” 9’ 0” 7’ 11” 6’ 8” 8’ 4” 7’ 4” 6’ 2” 250S162-54 50 12 21’ 3” 16’ 11” 14’ 9” 13’ 2” 11’ 6” 9’ 8” 12’ 0” 10’ 5” 8’ 10” 11’ 1” 9’ 8” 8’ 2” 250S162-54 50 16 19’ 4” 15’ 4” 13’ 5” 12’ 0” 10’ 5” 8’ 10” 10’ 10” 9’ 6” 8’ 0” 10’ 1” 8’ 10” 7’ 5” 250S162-54 50 24 16’ 11” 13’ 5” 11’ 8” 10’ 5” 9’ 1” 7’ 8” 9’ 6” 8’ 3” 7’ 0” 8’ 10” 7’ 8” 6’ 6” 250S137-68 50 12 21’ 7” 17’ 1” 14’ 11” 13’ 4” 11’ 8” 9’ 10” 12’ 2” 10’ 7” 8’ 11” 11’ 3” 9’ 10” 8’ 3” 250S137-68 50 16 19’ 7” 15’ 7” 13’ 7” 12’ 2” 10’ 7” 8’ 11” 11’ 0” 9’ 7” 8’ 1” 10’ 3” 8’ 11” 7’ 6” 250S137-68 50 24 17’ 1” 13’ 7” 11’ 10” 10’ 7” 9’ 3” 7’ 10” 9’ 7” 8’ 5” 7’ 1” 8’ 11” 7’ 10” 6’ 7” 250S162-68 50 12 22’ 9” 18’ 0” 15’ 9” 14’ 1” 12’ 3” 10’ 4” 12’ 9” 11’ 2” 9’ 5” 11’ 11” 10’ 4” 8’ 9” 250S162-68 50 16 20’ 8” 16’ 5” 14’ 4” 12’ 9” 11’ 2” 9’ 5” 11’ 7” 10’ 2” 8’ 6” 10’ 9” 9’ 5” 7’ 11” 250S162-68 50 24 18’ 0” 14’ 4” 12’ 6” 11’ 2” 9’ 9” 8’ 3” 10’ 2” 8’ 10” 7’ 5” 9’ 5” 8’ 3” 6’ 11” 250S137-97 50 12 23’ 8” 18’ 9” 16’ 5” 14’ 8” 12’ 9” 10’ 9” 13’ 4” 11’ 7” 9’ 9” 12’ 4” 10’ 9” 9’ 1” 250S137-97 50 16 21’ 6” 17’ 0” 14’ 11” 13’ 4” 11’ 7” 9’ 9” 12’ 1” 10’ 7” 8’ 11” 11’ 2” 9’ 9” 8’ 3” 250S137-97 50 24 18’ 9” 14’ 11” 13’ 0” 11’ 7” 10’ 2” 8’ 7” 10’ 7” 9’ 2” 7’ 9” 9’ 9” 8’ 7” 7’ 2” 250S162-97 50 12 25’ 0” 19’ 10” 17’ 4” 15’ 5” 13’ 6” 11’ 5” 14’ 0” 12’ 3” 10’ 4” 13’ 0” 11’ 5” 9’ 7” 250S162-97 50 16 22’ 8” 18’ 0” 15’ 9” 14’ 0” 12’ 3” 10’ 4” 12’ 9” 11’ 2” 9’ 5” 11’ 10” 10’ 4” 8’ 9” 250S162-97 50 24 19’ 10” 15’ 9” 13’ 9” 12’ 3” 10’ 8” 9’ 0” 11’ 2” 9’ 9” 8’ 2” 10’ 4” 9’ 0” 7’ 7” 350S137-33 33 12 22’ 7” 17’ 11” 15’ 8” 14’ 0” 12’ 2” 10’ 3” 12’ 1” 11’ 1” 9’ 4” 10’ 10” 10’ 3” 8’ 8” 350S137-33 33 16 20’ 6” 16’ 3” 14’ 3” 12’ 1” 11’ 1” 9’ 4” 10’ 6” 10’ 1” 8’ 6” 9’ 4” 9’ 4” 7’ 10” 350S137-33 33 24 17’ 1” 14’ 3” 12’ 5” 9’ 10” 9’ 8” 8’ 2” 8’ 6” e 8’ 6” e 7’ 5” 7’ 8” e 7’ 8” e 6’ 10” e 350S162-33 33 12 23’ 8” 18’ 9” 16’ 5” 14’ 8” 12’ 10” 10’ 9” 13’ 0” 11’ 7” 9’ 10” 11’ 7” 10’ 9” 9’ 1” 350S162-33 33 16 21’ 6” 17’ 1” 14’ 11” 13’ 0” 11’ 7” 9’ 10” 11’ 3” 10’ 7” 8’ 11” 10’ 1” e 9’ 10” 8’ 3” 350S162-33 33 24 18’ 4” 14’ 11” 13’ 0” 10’ 7” 10’ 2” 8’ 7” 9’ 2” e 9’ 2” e 7’ 9” 8’ 2” e 8’ 2” e 7’ 2” e 350S137-43 33 12 24’ 7” 19’ 6” 17’ 0” 15’ 2” 13’ 3” 11’ 2” 13’ 10” 12’ 1” 10’ 2” 12’ 8” 11’ 2” 9’ 5” 350S137-43 33 16 22’ 4” 17’ 8” 15’ 5” 13’ 10” 12’ 1” 10’ 2” 12’ 3” 10’ 11” 9’ 3” 11’ 0” 10’ 2” 8’ 7” 350S137-43 33 24 19’ 6” 15’ 5” 13’ 6” 11’ 7” 10’ 6” 8’ 10” 10’ 0” 9’ 7” 8’ 1” 8’ 11” 8’ 10” 7’ 6” 350S162-43 33 12 25’ 9” 20’ 5” 17’ 10” 15’ 11” 13’ 11” 11’ 9” 14’ 6” 12’ 8” 10’ 8” 13’ 5” 11’ 9” 9’ 11” 350S162-43 33 16 23’ 5” 18’ 7” 16’ 2” 14’ 6” 12’ 8” 10’ 8” 13’ 2” 11’ 6” 9’ 8” 11’ 10” 10’ 8” 9’ 0” 350S162-43 33 24 20’ 5” 16’ 2” 14’ 2” 12’ 6” 11’ 1” 9’ 4” 10’ 10” 10’ 0” 8’ 5” 9’ 8” 9’ 4” 7’ 10” 350S137-54 50 12 26’ 3” 20’ 10” 18’ 3” 16’ 3” 14’ 3” 12’ 0” 14’ 9” 12’ 11” 10’ 11” 13’ 9” 12’ 0” 10’ 1” 350S137-54 50 16 23’ 11” 18’ 11” 16’ 7” 14’ 9” 12’ 11” 10’ 11” 13’ 5” 11’ 9” 9’ 11” 12’ 6” 10’ 11” 9’ 2” 350S137-54 50 24 20’ 10” 16’ 7” 14’ 5” 12’ 11” 11’ 3” 9’ 6” 11’ 9” 10’ 3” 8’ 8” 10’ 11” 9’ 6” 8’ 0” 350S162-54 50 12 27’ 7” 21’ 11” 19’ 1” 17’ 1” 14’ 11” 12’ 7” 15’ 6” 13’ 7” 11’ 5” 14’ 5” 12’ 7” 10’ 7” 350S162-54 50 16 25’ 1” 19’ 11” 17’ 4” 15’ 6” 13’ 7” 11’ 5” 14’ 1” 12’ 4” 10’ 4” 13’ 1” 11’ 5” 9’ 8” 350S162-54 50 24 21’ 11” 17’ 4” 15’ 2” 13’ 7” 11’ 10” 10’ 0” 12’ 4” 10’ 9” 9’ 1” 11’ 5” 10’ 0” 8’ 5” 350S137-68 50 12 28’ 1” 22’ 3” 19’ 6” 17’ 5” 15’ 2” 12’ 10” 15’ 10” 13’ 10” 11’ 8” 14’ 8” 12’ 10” 10’ 10” 350S137-68 50 16 25’ 6” 20’ 3” 17’ 8” 15’ 10” 13’ 10” 11’ 8” 14’ 4” 12’ 6” 10’ 7” 13’ 4” 11’ 8” 9’ 10” 350S137-68 50 24 22’ 3” 17’ 8” 15’ 5” 13’ 10” 12’ 1” 10’ 2” 12’ 6” 10’ 11” 9’ 3” 11’ 8” 10’ 2” 8’ 7” 350S162-68 50 12 29’ 6” 23’ 5” 20’ 5” 18’ 3” 16’ 0” 13’ 5” 16’ 7” 14’ 6” 12’ 3” 15’ 5” 13’ 5” 11’ 4” 350S162-68 50 16 26’ 10” 21’ 3” 18’ 7” 16’ 7” 14’ 6” 12’ 3” 15’ 1” 13’ 2” 11’ 1” 14’ 0” 12’ 3” 10’ 4” 350S162-68 50 24 23’ 5” 18’ 7” 16’ 3” 14’ 6” 12’ 8” 10’ 8” 13’ 2” 11’ 6” 9’ 8” 12’ 3” 10’ 8” 9’ 0” 350S137-97 50 12 30’ 11” 24’ 6” 21’ 5” 19’ 2” 16’ 9” 14’ 1” 17’ 5” 15’ 2” 12’ 10” 16’ 2” 14’ 1” 11’ 11” 350S137-97 50 16 28’ 1” 22’ 3” 19’ 5” 17’ 5” 15’ 2” 12’ 10” 15’ 9” 13’ 9” 11’ 7” 14’ 8” 12’ 10” 10’ 9” 350S137-97 50 24 24’ 6” 19’ 5” 17’ 0” 15’ 2” 13’ 3” 11’ 2” 13’ 9” 12’ 0” 10’ 2” 12’ 10” 11’ 2” 9’ 5” 350S162-97 50 12 32’ 7” 25’ 10” 22’ 7” 20’ 2” 17’ 7” 14’ 10” 18’ 4” 16’ 0” 13’ 6” 17’ 0” 14’ 10” 12’ 6” 350S162-97 50 16 29’ 7” 23’ 6” 20’ 6” 18’ 4” 16’ 0” 13’ 6” 16’ 8” 14’ 6” 12’ 3” 15’ 5” 13’ 6” 11’ 4” 350S162-97 50 24 25’ 10” 20’ 6” 17’ 11” 6’ 0” 14’ 0” 11’ 9” 14’ 6” 12’ 8” 10’ 8” 13’ 6” 11’ 9” 9’ 11”

30 psf

40 psf

L/240

L/360

L/600

L/240

L/360

L/600

8’ 3” 7’ 2” 5’ 10” e 8’ 10” 7’ 8” 6’ 3” e 9’ 4” 8’ 5” 7’ 1” 9’ 9” 8’ 10” 7’ 7” 9’ 11” 9’ 0” 7’ 11” 10’ 5” 9’ 6” 8’ 3” 10’ 7” 9’ 7” 8’ 5” 11’ 2” 10’ 2” 8’ 10” 11’ 7” 10’ 7” 9’ 2” 12’ 3” 11’ 2” 9’ 9”

7’ 6” 6’ 9” 5’ 10” e 7’ 10” 7’ 1” 6’ 3” e 8’ 1” 7’ 4” 6’ 5” 8’ 6” 7’ 9” 6’ 9” 8’ 8” 7’ 11” 6’ 11” 9’ 1” 8’ 3” 7’ 3” 9’ 3” 8’ 5” 7’ 4” 9’ 9” 8’ 10” 7’ 9” 10’ 2” 9’ 2” 8’ 0” 10’ 8” 9’ 9” 8’ 6”

6’ 3” 5’ 9” 5’ 0” 6’ 7” 6’ 0” 5’ 3” 6’ 10” 6’ 2” 5’ 5” 7’ 2” 6’ 6” 5’ 8” 7’ 4” 6’ 8” 5’ 10” 7’ 8” 7’ 0” 6’ 1” 7’ 10” 7’ 1” 6’ 2” 8’ 3” 7’ 5” 6’ 6” 8’ 7” 7’ 9” 6’ 9” 9’ 0” 8’ 2” 7’ 2”

7’ 2” 6’ 2” 5’ 0”e 7’ 8” 6’ 7”e 5’ 5” e 8’ 5” 7’ 6” 6’ 1” 8’ 10” 8’ 0” 6’ 7” 9’ 0” 8’ 2” 7’ 2” 9’ 6” 8’ 7” 7’ 6” 9’ 7” 8’ 9” 7’ 8” 10’ 2” 9’ 2” 8’ 0” 10’ 7” 9’ 7” 8’ 4” 11’ 2” 10’ 1” 8’ 10”

6’ 9” 6’ 2” 5’ 0” e 7’ 1” 6’ 6” e 5’ 5” e 7’ 4” 6’ 8” 5’ 10” 7’ 9” 7’ 0” 6’ 2” 7’ 11” 7’ 2” 6’ 3” 8’ 3” 7’ 6” 6’ 7” 8’ 5” 7’ 8” 6’ 8” 8’ 10” 8’ 0” 7’ 0” 9’ 2” 8’ 4” 7’ 4” 9’ 9” 8’ 10” 7’ 8”

5’ 9” 5’ 2” 4’ 6” e 6’ 0” 5’ 5” 4’ 9”e 6’ 2” 5’ 8” 4’ 11” 6’ 6” 5’ 11” 5’ 2” 6’ 8” 6’ 0” 5’ 3” 7’ 0” 6’ 4” 5’ 6” 7’ 1” 6’ 5” 5’ 7” 7’ 5” 6’ 9” 5’ 11” 7’ 9” 7’ 1” 6’ 2” 8’ 2” 7’ 5” 6’ 6”

9’ 10” 8’ 6” e 7’ 0” e 10’ 7” 9’ 2” e 7’ 6” e 11’ 7” 10’ 0” 8’ 2” 12’ 6” 10’ 10” 8’ 10” 12’ 11” 11’ 9” 10’ 3” 13’ 7” 12’ 4” 10’ 9” 13’ 10” 12’ 6” 10’ 11” 14’ 6” 13’ 2” 11’ 6” 15’ 2” 13’ 9” 12’ 0” 16’ 0” 14’ 6” 12’ 8”

9’ 8” 8’ 6” e 7’ 0” e 10’ 2” 9’ 2” e 7’ 6” e 10’ 6” 9’ 7” 8’ 2” 11’ 1” 10’ 0” 8’ 9” 11’ 3” 10’ 3” 8’ 11” 11’ 10” 10’ 9” 9’ 5” 12’ 1” 10’ 11” 9’ 7” 12’ 8” 11’ 6” 10’ 0” 13’ 3” 12’ 0” 10’ 6” 14’ 0” 12’ 8” 11’ 1”

8’ 2” 8’ 6” e 7’ 5” 7’ 5” e 6’ 6” e 6’ 0” e 8’ 7” 9’ 2” e 7’ 9” 7’ 11” e 6’ 9” e 6’ 6” e 8’ 10” 10’ 0” 8’ 1” 8’ 8” 7’ 0” 7’ 1” e 9’ 4” 10’ 10” 8’ 5” 9’ 4” 7’ 5” 7’ 7” e 9’ 6” 11’ 9” 8’ 8” 10’ 8” 7’ 6” 9’ 4” 10’ 0” 12’ 4” 9’ 1” 11’ 2” 7’ 11” 9’ 9” 10’ 2” 12’ 6” 9’ 3” 11’ 5” 8’ 1” 9’ 11” 10’ 8” 13’ 2” 9’ 9” 12’ 0” 8’ 6” 10’ 5” 11’ 2” 13’ 9” 10’ 2” 12’ 6” 8’ 10” 10’ 11” 11’ 9” 14’ 6” 10’ 8” 13’ 2” 9’ 4” 11’ 6”

8’ 6” e 7’ 5” e 6’ 0” e 9’ 2” e 7’ 11” e 6’ 6” e 9’ 7” 8’ 9” 7’ 1” e 10’ 0” 9’ 1” 7’ 7” e 10’ 3” 9’ 4” 8’ 1” 10’ 9” 9’ 9” 8’ 6” 10’ 11” 9’ 11” 8’ 8” 11’ 6” 10’ 5” 9’ 1” 12’ 0” 10’ 11” 9’ 7” 12’ 8” 11’ 6” 10’ 1”

7’ 5” 6’ 9” e 5’ 10” e 7’ 9” 7’ 1” e 6’ 2” e 8’ 1” 7’ 4” 6’ 5” 8’ 5” 7’ 8” 6’ 8” 8’ 8” 7’ 10” 6’ 10” 9’ 1” 8’ 3” 7’ 2” 9’ 3” 8’ 5” 7’ 4” 9’ 8” 8’ 10” 7’ 8” 10’ 2” 9’ 3” 8’ 1” 10’ 8” 9’ 9” 8’ 6”

Allowable Heights For Curtain Walls

Spacing

Section

Fy (ksi) (in) oc

362S137-33 362S137-33 362S137-33 362S162-33 362S162-33 362S162-33 362S200-33 362S200-33 362S200-33 362S137-43 362S137-43 362S137-43 362S162-43 362S162-43 362S162-43 362S200-43 362S200-43 362S200-43 362S137-54 362S137-54 362S137-54 362S162-54 362S162-54 362S162-54 362S200-54 362S200-54 362S200-54 362S137-68 362S137-68 362S137-68 362S162-68 362S162-68 362S162-68 362S200-68 362S200-68 362S200-68 362S137-97 362S137-97 362S137-97 362S162-97 362S162-97 362S162-97 362S200-97 362S200-97 362S200-97

33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50

12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24

5 psf

15 psf

20 psf

L/120

L/240

L/360

L/240

L/360

L/600

L/240

23’ 2” 21’ 1” 17’ 5” 24’ 4” 22’ 1” 18’ 9” 25’ 8” 23’ 4” 19’ 8” 25’ 3” 22’ 11” 20’ 0” 26’ 6” 24’ 0” 21’ 0” 27’ 11” 25’ 5” 22’ 2” 27’ 0” 24’ 7” 21’ 5” 28’ 4” 25’ 9” 22’ 6” 30’ 0” 27’ 3” 23’ 9” 28’ 11” 26’ 3” 22’ 11” 30’ 4” 27’ 7” 24’ 1” 32’ 1” 29’ 2” 25’ 6” 31’ 9” 28’ 10” 25’ 3” 33’ 6” 30’ 5” 26’ 7” 35’ 6” 32’ 3” 28’ 2”

18’ 5” 16’ 9” 14’ 7” 19’ 3” 17’ 6” 15’ 4” 20’ 4” 18’ 6” 16’ 2” 20’ 0” 18’ 2” 15’ 11” 21’ 0” 19’ 1” 16’ 8” 22’ 2” 20’ 2” 17’ 7” 21’ 5” 19’ 6” 17’ 0” 22’ 6” 20’ 5” 17’ 10” 23’ 9” 21’ 7” 18’ 10” 22’ 11” 20’ 10” 18’ 2” 24’ 1” 21’ 10” 19’ 1” 25’ 6” 23’ 2” 20’ 2” 25’ 3” 22’ 11” 20’ 0” 26’ 7” 24’ 1” 21’ 1” 28’ 2” 25’ 7” 22’ 4”

16’ 1” 14’ 7” 12’ 9” 16’ 10” 15’ 4” 13’ 4” 17’ 9” 16’ 2” 14’ 1” 17’ 6” 15’ 11” 13’ 10” 18’ 4” 16’ 8” 14’ 7” 19’ 4” 17’ 7” 15’ 4” 18’ 9” 17’ 0” 14’ 10” 19’ 8” 17’ 10” 15’ 7” 20’ 9” 18’ 10” 16’ 6” 20’ 0” 18’ 2” 15’ 10” 21’ 0” 19’ 1” 16’ 8” 22’ 3” 20’ 2” 17’ 8” 22’ 0” 20’ 0” 17’ 6” 23’ 2” 21’ 1” 18’ 5” 24’ 7” 22’ 4” 19’ 6”

14’ 3” 12’ 4” 10’ 1” 15’ 1” 13’ 3” 10’ 10” 15’ 11” 13’ 11” 11’ 4” e 15’ 8” 14’ 2” 11’ 10” 16’ 5” 14’ 11” 12’ 9” 17’ 4” 15’ 9” 13’ 8” 16’ 9” 15’ 2” 13’ 3” 17’ 7” 15’ 11” 13’ 11” 18’ 7” 16’ 10” 14’ 9” 17’ 11” 16’ 3” 14’ 2” 18’ 9” 17’ 1” 14’ 11” 19’ 10” 18’ 1” 15’ 9” 19’ 8” 17’ 11” 15’ 7” 20’ 9” 18’ 10” 16’ 5” 22’ 0” 20’ 0” 17’ 5”

12’ 7” 11’ 5” 9’ 11” 13’ 2” 11’ 11” 10’ 5” 13’ 10” 12’ 7” 11’ 0” e 13’ 8” 12’ 5” 10’ 10” 14’ 4” 13’ 0” 11’ 4” 15’ 1” 13’ 9” 12’ 0” 14’ 7” 13’ 3” 11’ 7” 15’ 4” 13’ 11” 12’ 2” 16’ 2” 14’ 9” 12’ 10” 15’ 7” 14’ 2” 12’ 5” 16’ 5” 14’ 11” 13’ 0” 17’ 4” 15’ 9” 13’ 9” 17’ 2” 15’ 7” 13’ 8” 18’ 1” 16’ 5” 14’ 4” 19’ 2” 17’ 5” 15’ 3”

10’ 7” 9’ 7” 8’ 5” 11’ 1” 10’ 1” 8’ 9” 11’ 8” 10’ 7” 9’ 3” 11’ 6’ 10’ 5” 9’ 1” 12’ 1” 10’ 11” 9’ 7” 12’ 9” 11’ 7” 10’ 1” 12’ 4” 11’ 2” 9’ 9” 12’ 11” 11’ 9” 10’ 3” 13’ 8” 12’ 5” 10’ 10” 13’ 2” 11’ 11” 10’ 5” 13’ 10” 12’ 7” 11’ 0” 14’ 8” 13’ 3” 11’ 7” 14’ 6” 13’ 2” 11’ 6” 15’ 3” 13’ 10” 12’ 1” 16’ 2” 14’ 8” 12’ 10”

12’ 4” 10’ 8” 8’ 8” e 13’ 3” 11’ 6” 9’ 4” e 13’ 11” 12’ 0” 9’ 10” e 14’ 2” 12’ 6” 10’ 3” 14’ 11” 13’ 6” 11’ 0” 15’ 9” 14’ 3” 11’ 10” 15’ 2” 13’ 10” 12’ 1” 15’ 11” 14’ 6” 12’ 8” 16’ 10” 15’ 4” 13’ 4” 16’ 3” 14’ 9” 12’ 11” 17’ 1” 15’ 6” 13’ 6” 18’ 1” 16’ 5” 14’ 4” 17’ 11” 16’ 3” 14’ 2” 18’ 10” 17’ 1” 14’ 11” 20’ 0” 18’ 2” 15’ 10”

25 psf

L/360

L/600 L/240

L/360 L/600

11’ 5” 10’ 4” 8’ 8” e 11’ 11” 10’ 10” 9’ 4” e 12’ 7” 11’ 5” 9’ 10” e 12’ 5” 11’ 3” 9’ 10” 13’ 0” 11’ 10” 10’ 4” 13’ 9” 12’ 6” 10’ 11” 13’ 3” 12’ 1” 10’ 6” 13’ 11” 12’ 8” 11’ 1” 14’ 9” 13’ 4” 11’ 8” 14’ 2” 12’ 11” 11’ 3” 14’ 11” 13’ 6” 11’ 10” 15’ 9” 14’ 4” 12’ 6” 15’ 7” 14’ 2” 12’ 5” 16’ 5” 14’ 11” 13’ 0” 17’ 5” 15’ 10” 13’ 10”

9’ 7” 11’ 0” 8’ 9” 9’ 6” 7’ 7” 7’ 9” e 10’ 1” 11’ 10” 9’ 2” 10’ 3” e 8’ 0” 8’ 4” e 10’ 7” 12’ 5” 9’ 8” 10’ 9” e 8’ 5” e 8’ 9” e 10’ 5” 12’ 11” 9’ 6” 11’ 2” 8’ 3” 9’ 2” 10’ 11” 13’ 10” 9’ 11” 12’ 1” 8’ 8” 9’ 10” 11’ 7” 14’ 7” 10’ 6” 12’ 11” 9’ 2” 10’ 7” 11’ 2” 14’ 1” 10’ 2” 12’ 10” 8’ 10” 11’ 2” 11’ 9” 14’ 10” 10’ 8” 16’ 5” 9’ 4” 11’ 9” 12’ 5” 15’ 8” 11’ 3” 14’ 3” 9’ 10” 12’ 5” 11’ 11” 15’ 1” 10’ 10” 13’ 8” 9’ 6” 11’ 11” 12’ 7” 15’ 10” 11’ 5” 14’ 5” 10’ 0” 12’ 7” 13’ 3” 16’ 9” 12’ 1” 15’ 3” 10’ 6” 13’ 3” 13’ 2” 16’ 7” 11’ 11” 15’ 1” 10’ 5” 13’ 2” 13’ 10” 17’ 6” 12’ 7” 15’ 10” 11’ 0” 13’ 10” 14’ 8” 18’ 6” 13’ 4” 16’ 10” 11’ 8” 14’ 8”

10’ 7” 8’ 11” 9’ 6” 8’ 1” 7’ 9” e 7’ 1” e 11’ 1” 9’ 4” 10’ 1” e 8’ 6” 8’ 4” e 7’ 5” e 11’ 8” 9’ 10” 10’ 7” e 8’ 11” 8’ 9” e 7’ 10” e 11’ 6” 9’ 8” 10’ 5” 8’ 10” 9’ 1” 7’ 8” 12’ 1” 10’ 2” 10’ 11” 9’ 3” 9’ 7” 8’ 1” 12’ 9” 10’ 9” 11’ 7” 9’ 9” 10’ 1” 8’ 6” 12’ 4” 10’ 5” 11’ 2” 9’ 5” 9’ 9” 8’ 3” 12’ 11” 10’ 11” 11’ 9” 9’ 11” 10’ 3” 8’ 8” 13’ 8” 11’ 6” 12’ 5” 10’ 5” 10’ 10” 9’ 2” 13’ 2” 11’ 1” 11’ 11” 10’ 1” 10’ 5” 8’ 10” 13’ 10” 11’ 8” 12’ 7” 10’ 7” 11’ 0” 9’ 3” 14’ 8” 12’ 4” 13’ 3” 11’ 2” 11’ 7” 9’ 9” 14’ 6” 12’ 3” 13’ 2” 11’ 1” 11’ 6” 9’ 8” 15’ 3” 12’ 10” 13’ 10” 11’ 8” 12’ 1” 10’ 2” 16’ 2” 13’ 8” 14’ 8” 12’ 5” 12’ 10” 10’ 10”

30 psf L/240 10’ 1” 8’ 8” e 7’ 1” e 10’ 10” 9’ 4” e 7’ 8” e 11’ 4” e 9’ 10” e 8’ 0” e 11’ 10” 10’ 3” 8’ 4” 12’ 9” 11’ 0” 9’ 0” 13’ 8” 11’ 10” 9’ 8” e 13’ 3” 12’ 1” 10’ 6” 13’ 11” 12’ 8” 11’ 1” 14’ 9” 13’ 4” 11’ 8” 14’ 2” 12’ 11” 11’ 3” 14’ 11” 13’ 6” 11’ 10” 15’ 9” 14’ 4” 12’ 6” 15’ 7” 14’ 2” 12’ 5” 16’ 5” 14’ 11” 13’ 0” 17’ 5” 15’ 10” 13’ 10”

L/360 9’ 11” 8’ 8” e 7’ 1” e 10’ 5” 9’ 4” e 7’ 8” e 11’ 0” e 9’ 10” e 8’ 0” e 10’ 10” 9’ 10” 8’ 4” 11’ 4” 10’ 4” 9’ 0” 12’ 0” 10’ 11” 9’ 6” e 11’ 7’ 10’ 6” 9’ 2” 12’ 2” 11’ 1” 9’ 8” 12’ 10” 11’ 8’ 10’ 2” 12’ 5” 11’ 3” 9’ 10” 13’ 0” 11’ 10” 10’ 4” 13’ 9” 12’ 6” 10’ 11” 13’ 8” 12’ 5” 10’ 10” 14’ 4” 13’ 0” 11’ 5” 15’ 3” 13’ 10” 12’ 1”

40 psf L/600

L/240

8’ 5” 8’ 8” e 7’ 7” 7’ 6” e 6’ 8” e 6’ 2” e 8’ 9” 9’ 4” e 8’ 0” 8’ 1” e 7’ 0” e 6’ 7” e 9’ 3” 9’ 10” e 8’ 5” e 8’ 6” e 7’ 4” e 6’ 11” e 9’ 1” 10’ 3” 8’ 3” 8’ 10” 7’ 3” 7’ 3” e 9’ 7” 11’ 0” 8’ 8” 9’ 6” 7’ 7” 7’ 9” e 10’ 1” 11’ 10” 9’ 2” 10’ 3” 8’ 0” 8’ 4” e 9’ 9” 12’ 1” 8’ 10” 10’ 11” 7’ 9” 9’ 7” 10’ 3” 12’ 8” 9’ 4” 11’ 6” 8’ 2” 10’ 0” 10’ 10” 13’ 4” 9’ 10” 12’ 2” 8’ 7” 10’ 7” 10’ 5” 12’ 11” 9’ 6” 11’ 8” 8’ 3” 10’ 3” 11’ 0” 13’ 6” 10’ 0” 12’ 4” 8’ 8” 10’ 9” 11’ 7” 14’ 4” 10’ 6” 13’ 0” 9’ 2” 11’ 4” 11’ 6” 14’ 2” 10’ 5” 12’ 11” 9’ 1” 11’ 3” 12’ 1” 14’ 11” 11’ 0” 13’ 7” 9’ 7” 11’ 10” 12’ 10” 15’ 10” 11’ 8” 14’ 5” 10’ 2” 12’ 7”

L/360

L/600

8’ 8” e 7’ 6” e 6’ 2” e 9’ 4” e 8’ 1” e 6’ 7” e 9’ 10” e 8’ 6” e 6’ 11” e 9’ 10” 8’ 10” 7’ 3” e 10’ 4” 9’ 4” 7’ 9” e 10’ 11” 9’ 11” 8’ 4” e 10’ 6” 9’ 7” 8’ 4” 11’ 1” 10’ 0” 8’ 9” 11’ 8” 10’ 7” 9’ 3” 11’ 3” 10’ 3” 8’ 11” 11’ 10” 10’ 9” 9’ 4” 12’ 6” 11’ 4” 9’ 11” 12’ 5” 11’ 3” 9’ 10” 13’ 0” 11’ 10” 10’ 4” 13’ 10” 12’ 7” 11’ 0”

7’ 7” 6’ 11” e 6’ 0” e 8’ 0” 7’ 3” e 6’ 4” e 8’ 5” 7’ 8” e 6’ 8” e 8’ 3” 7’ 6” 6’ 7” 8’ 8” 7’ 11” 6’ 11” e 9’ 2” 8’ 4” 7’ 3” e 8’ 10” 8’ 1” 7’ 0” 9’ 4” 8’ 5” 7’ 5” 9’ 10” 8’ 11” 7’ 10” 9’ 6” 8’ 7” 7’ 6” 10’ 0” 9’ 1” 7’ 11” 10’ 6” 9’ 7” 8’ 4” 10’ 5” 9’ 6” 8’ 3” 11’ 0” 10’ 0” 8’ 9” 11’ 8” 10’ 7” 9’ 3”

Allowable Heights For Curtain Walls Section 400S137-33 400S137-33 400S137-33 400S162-33 400S162-33 400S162-33 400S200-33 400S200-33 400S200-33 400S137-43 400S137-43 400S137-43 400S162-43 400S162-43 400S162-43 400S200-43 400S200-43 400S200-43 400S137-54 400S137-54 400S137-54 400S162-54 400S162-54 400S162-54 400S200-54 400S200-54 400S200-54 400S137-68 400S137-68 400S137-68 400S162-68 400S162-68 400S162-68 400S200-68 400S200-68 400S200-68 400S137-97 400S137-97 400S137-97 400S162-97 400S162-97 400S162-97 400S200-97 400S200-97 400S200-97

Spacing Fy (ksi) (in) oc 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50

12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24

5 psf

15 psf

20 psf

25 psf

30 psf

40 psf

L/120

L/240

L/360

L/240

L/360

L/600

L/240

L/360

L/600 L/240

L/360 L/600

L/240

L/360

L/600

L/240

L/360

L/600

25’ 1” 22’ 7” 18’ 5” 26’ 3” 23’ 10” 19’ 10” 27’ 8” 25’ 2” 20’ 9” 27’ 3” 24’ 9” 21’ 8” 28’ 7” 25’ 11” 22’ 8” 30’ 2” 27’ 4” 23’ 11” 29’ 2” 26’ 6” 23’ 2” 30’ 7” 27’ 10” 24’ 3” 32’ 4” 29’ 4” 25’ 8” 31’ 3” 28’ 4” 24’ 9” 32’ 9” 29’ 9” 26’ 0” 34’ 8” 31’ 5” 27’ 6” 34’ 5” 31’ 3” 27’ 3” 36’ 2” 32’ 10” 28’ 9” 38’ 4” 34’ 10” 30’ 5”

19’ 11” 18’ 1” 15’ 9” 20’ 10” 18’ 11” 16’ 6” 21’ 11” 19’ 11” 17’ 5” 21’ 8” 19’ 8” 17’ 2” 22’ 8” 20’ 7” 18’ 0” 23’ 11” 21’ 9” 19’ 0” 23’ 2” 21’ 1” 18’ 5” 24’ 3” 22’ 1” 19’ 3” 25’ 8” 23’ 4” 20’ 4” 24’ 9” 22’ 6” 19’ 8” 26’ 0” 23’ 7” 20’ 7” 27’ 6” 25’ 0” 21’ 10” 27’ 3” 24’ 9” 21’ 8” 28’ 9” 26’ 1” 22’ 9” 30’ 5” 27’ 8” 24’ 2”

17’ 4” 15’ 9” 13’ 9” 18’ 2” 16’ 6” 14’ 5” 19’ 2” 17’ 5” 15’ 3” 18’ 11” 17’ 2” 15’ 0” 19’ 9” 18’ 0” 15’ 8” 20’ 11” 19’ 0” 16’ 7” 20’ 3” 18’ 5” 16’ 1” 21’ 2” 19’ 3” 16’ 10” 22’ 5” 20’ 4” 17’ 9” 21’ 8” 19’ 8” 17’ 2” 22’ 8” 20’ 7” 18’ 0” 24’ 0” 21’ 10” 19’ 0” 23’ 10” 21’ 8” 18’ 11” 25’ 1” 22’ 9” 19’ 11” 26’ 7” 24’ 2” 21’ 1”

15’ 0” 13’ 0” 10’ 7” 16’ 2” 14’ 0” 11’ 5” e 16’ 11” 14’ 8” 12’ 0” e 16’ 11” 15’ 4” 12’ 6” 17’ 8” 16’ 1” 13’ 6” 18’ 8” 16’ 11” 14’ 5” 18’ 1” 16’ 5” 14’ 4” 18’ 11” 17’ 3” 15’ 0” 20’ 0” 18’ 2” 15’ 11” 19’ 4” 17’ 7” 15’ 4” 20’ 3” 18’ 5” 16’ 1” 21’ 5” 19’ 6” 17 ‘0” 21’ 4” 19’ 4” 16’ 11” 22’ 5” 20’ 4” 17’ 9” 23’ 9” 21’ 7” 18’ 10”

13’ 7” 12’ 4” 10’ 7” 14’ 2” 12’ 11” 11’ 3” e 15’ 0” 13’ 7” 11’ 10” e 14’ 9” 13’ 5” 11’ 8” 15’ 5” 14’ 0” 12’ 3” 16’ 4” 14’ 10” 12’ 11” 15’ 9” 14’ 4” 12’ 6” 16’ 7” 15’ 0” 13’ 2” 17’ 6” 15’ 11” 13’ 10” 16’ 11” 15’ 4” 13’ 5” 17’ 9” 16’ 1” 14’ 1” 18’ 9” 17’ 0” 14’ 10” 18’ 7” 16’ 11” 14’ 9” 19’ 7” 17’ 9” 15’ 6” 20’ 9” 18’ 10’ 16’ 5’

11’ 5” 10’ 4” 9’ 1” 12’ 0” 10’ 10” 9’ 6” 12’ 7” 11’ 5” 10’ 0” 12’ 5” 11’ 3” 9’ 10” 13’ 0” 11’ 10” 10’ 4” 13’ 9” 12’ 6” 10’ 11” 13’ 4” 12’ 1” 10’ 7” 13’ 11” 12’ 8” 11’ 1” 14’ 9” 13’ 5” 11’ 8” 14’ 3” 12’ 11” 11’ 3” 14’ 11” 13’ 7” 11’ 10” 15’ 9” 14’ 4” 12’ 6” 15’ 8” 14’ 3” 12’ 5” 16’ 6” 15’ 0” 13’ 1” 17’ 6” 15’ 11” 13’ 10”

13’ 0” 11’ 3” 9’ 2” e 14’ 0” 12’ 1” 9’ 11” e 14’ 8” 12’ 8” e 10’ 4” e 15’ 4” 13’ 3” 10’ 10” 16’ 1” 14’ 4” 11’ 8” 16’ 11” 15’ 4” 12’ 6” 16’ 5” 14’ 11” 13’ 0” 17’ 3” 15’ 8” 13’ 8” 18’ 2” 16’ 6” 14’ 5” 17’ 7” 15’ 11” 13’ 11” 18’ 5” 16’ 9” 14’ 7” 19’ 6” 17’ 8” 15’ 5” 19’ 4” 17’ 7” 15’ 4” 20’ 4” 18’ 6” 16’ 2” 21’ 7” 19’ 7” 17’ 1”

12’ 4” 11’ 2” 9’ 2” e 12’ 11” 11’ 8” 9’ 11” e 13’ 7” 12’ 4” e 10’ 4” e 13’ 5” 12’ 2” 10’ 7” 14’ 0” 12’ 9” 11’ 1” 14’ 10” 13’ 5” 11’ 9” 14’ 4” 13’ 0” 11’ 4” 15’ 0” 13’ 8” 11’ 11” 15’ 11” 14’ 5” 12’ 7” 15’ 4” 13’ 11” 12’ 2” 16’ 1” 14’ 7” 12’ 9” 17’ 0” 15’ 5” 13’ 6” 16’ 11” 15’ 4” 13’ 5” 17’ 9” 16’ 2” 14’ 1” 18’ 10” 17’ 1” 14’ 11”

10’ 4” 11’ 8” 9’ 5” 10’ 1” e 8’ 3” e 8’ 3” e 10’ 10” 12’ 6” 9’ 10” 10’ 10” e 8’ 7” e 8’ 10” e 11’ 5” 13’ 1” e 10’ 5” 11’ 4” e 9’ 1” e 9’ 3” e 11’ 3” 13’ 9” 10’ 3” 11’ 10” 8’ 11” 9’ 8” 11’ 10” 14’ 9” 10’ 9” 12’ 9” 9’ 5” 10’ 5” 12’ 6” 15’ 9” 11’ 4” 13’ 8” 9’ 11” 11’ 2” e 12’ 1” 15’ 3” 11’ 0” 13’ 10” 9’ 7” 12’ 1” 12’ 8” 16’ 0” 11’ 6” 14’ 6” 10’ 1” 12’ 8” 13’ 5” 16’ 10” 12’ 2” 15’ 4” 10’ 7” 13’ 5” 12’ 11” 16’ 4” 11’ 9” 14’ 10” 10’ 3” 12’ 11” 13’ 7” 17’ 1” 12’ 4” 15’ 6” 10’ 9” 13’ 7” 14’ 4” 18’ 1” 13’ 0” 16’ 5” 11’ 5” 14’ 4” 14’ 3” 18’ 0” 12’ 11” 16’ 4” 11’ 4” 14’ 3” 15’ 0” 18’ 11” 13’ 7” 17’ 2” 11’ 11” 15’ 0” 15’ 11” 20’ 0” 14’ 5” 18’ 2” 12’ 7” 15’ 11”

11’ 5” 10’ 1” e 8’ 3” e 12’ 0” 10’ 10” e 8’ 10” e 12’ 7” 11’ 4” e 9’ 3” e 12’ 5” 11’ 3” 9’ 8” 13’0” 11’ 10” 10’ 4” 13’ 9” 12’ 6” 10’ 11” 13’ 4” 12’ 1” 10’ 7” 13’ 11” 12’ 8” 11’ 1” 14’ 9” 13’ 5” 11’ 8” 14’ 3” 12’ 11” 11’ 3” 14’ 11” 13’ 7” 11’ 10” 15’ 9” 14’ 4” 12’ 6” 15’ 8” 14’ 3” 12’ 5” 16’ 6” 15’ 0” 13’ 1” 17’ 6” 15’ 11” 13’ 10”

10’ 7” 9’ 2” e 7’ 6” e 11’ 5” e 9’ 11” e 8’ 1” e 12’ 0” e 10’ 4” e 8’ 5” e 12’ 6” 10’ 10” 8’ 10” 13’ 6” 11’ 8” 9’ 6” e 14’ 5” 12’ 6” 10’ 2” e 14’ 4” 13’ 0” 11’ 4” 15’ 0’ 13’ 8” 11’ 11” 15’ 11” 14’ 5” 12’ 7” 15’ 4” 13’ 11” 12’ 2” 16’ 1” 14’ 7” 12’ 9” 17’ 0” 15’ 5” 13’ 6” 16’ 11” 15’ 4” 13’ 5” 17’ 9” 16’ 2” 14’ 1” 18’ 10” 17’ 1” 14’ 11”

10’ 7” 9’ 2” e 7’ 6” e 11’ 3” e 9’ 11” e 8’ 1” e 11’ 10” e 10’ 4” e 8’ 5” e 11’ 8” 10’ 7” 8’ 10” 12’ 3” 11’ 1” 9’ 6” e 12’ 11” 11’ 9” 10’ 2” e 12’ 6” 11’ 4” 9’ 11” 13’ 2” 11’ 11” 10’ 5” 13’ 10” 12’ 7” 11’ 0” 13’ 5” 12’ 2” 10’ 7” 14’ 1” 12’ 9” 11’ 2” 14’ 10” 13’ 6” 11’ 9” 14’ 9” 13’ 5” 11’ 8” 15’ 6” 14’ 1” 12’ 4” 16’ 6” 14’ 11” 13’ 1”

9’ 1” 8’ 3” e 7’ 2” e 9’ 6” 8’ 7” e 7’ 6” e 10’ 0” 9’ 1” e 7’ 11” e 9’ 10” 8’ 11” 7’ 10” 10’ 4” 9’ 5” 8’ 2” 10’ 11” 9’ 11” 8’ 8” 10’ 7” 9’ 7” 8’ 4” 11’ 1” 10’ 1” 8’ 9” 11’ 8” 10’ 7” 9’ 3” 11’ 3” 10’ 3” 8’ 11” 11’ 10” 10’ 9” 9’ 5” 12’ 6” 11’ 5” 9’ 11” 12’ 5” 11’ 4” 9’ 10” 13’ 1” 11’ 11” 10’ 5” 13’ 10” 12’ 7” 11’ 0”

9’ 2” e 7’ 11” e 6’ 6” e 9’ 11” e 8’ 7” e 7’ 0” e 10’ 4” e 9’ 0” e 7’ 4” e 10’ 10” 9’ 4” 7’ 8” e 11’ 8” 10’ 1” 8’ 3” e 12’ 6” 10’ 10” e 8’ 10” e 13’ 0” 11’ 10” 10’ 4” 13’ 8” 12’ 5” 10’ 10” 14’ 5” 13’ 1” 11’ 5” 13’ 11” 12’ 8” 11’ 1” 14’ 7” 13’ 3” 11’ 7” 15’ 5” 14’ 0” 12’ 3” 15’ 4” 13’ 11” 12’ 2” 16’ 2” 14’ 8” 12’ 10” 17’ 1” 15’ 6” 13’ 7”

9’ 2” e 7’ 11” e 6’ 6” e 9’ 11” e 8’ 7” e 7’ 0” e 10’ 4” e 9’ 0” e 7’ 4” e 10’ 7” 9’ 4” 7’ 8” e 11’ 1” 10’ 1” 8’ 3” e 11’ 9” 10’ 8” e 8’ 10” e 11’ 4” 10’ 4” 9’ 0” 11’ 11” 10’ 10” 9’ 5” 12’ 7” 11’ 5” 10’ 0” 12’ 2” 11’ 1” 9’ 8” 12’ 9” 11’ 7” 10’ 1” 13’ 6” 12’ 3” 10’ 8” 13’ 5” 12’ 2” 10’ 8” 14’ 1” 12’ 10” 11’ 2” 14’ 11” 13’ 7” 11’ 10”

8’ 3” e 7’ 6” e 6’ 6” e 8’ 7” e 7’ 10” e 6’ 10” e 9’ 1” e 8’ 3” e 7’ 2” e 8’ 11” 8’ 2” 7’ 1”e 9’ 5” 8’ 6” 7’ 5” e 9’ 11” 9’ 0” 7’ 10” e 9’ 7” 8’ 8” 7’ 7” 10’ 1” 9’ 2” 8’ 0” 10’ 7” 9’ 8” 8’ 5” 10’ 3” 9’ 4” 8’ 2” 10’ 9” 9’ 9” 8’ 6” 11’ 5” 10’ 4” 9’ 0” 11’ 4” 10’ 3” 9’ 0” 11’ 11” 10’ 10” 9’ 5” 12’ 7” 11’ 5” 10’ 0”

9’ 8” 8’ 9” 7’ 8” e 10’ 1” 9’ 2” 8’ 0” e 10’ 8” 9’ 8” 8’ 5” e 10’ 6” 9’ 6” 8’ 4” 11’ 0” 10’ 0” 8’ 8” 11’ 7” 10’ 6” 9’ 2” 11’ 3” 12’ 2” 8’ 11” 11’ 9” 10’ 8” 9’ 4” 12’ 5” 11’ 3” 9’ 10” 12’ 0” 10’ 11” 9’ 6” 12’ 7” 11’ 5” 10’ 0” 13’ 4” 12’ 1” 10’ 7” 13’ 3” 12’ 0” 10’ 6” 13’ 11” 12’ 8” 11’ 0” 14’ 9” 13’ 5” 11’ 8”

Allowable Heights For Curtain Walls Section

Spacing Fy (ksi) (in) oc

5 psf

15 psf

20 psf

25 psf

30 psf

40 psf

L/120

L/240

L/360

L/240

L/360

L/600

L/240

L/360

L/600 L/240

L/360 L/600

L/240

L/360

L/600

L/240

L/360

L/600

550S137-33 550S137-33 550S137-33 550S162-33 550S162-33 550S162-33 550S137-43 550S137-43 550S137-43 550S162-43 550S162-43 550S162-43 550S137-54 550S137-54 550S137-54 550S162-54 550S162-54 550S162-54 550S137-68 550S137-68 550S137-68 550S162-68 550S162-68 550S162-68 550S137-97 550S137-97 550S137-97 550S162-97 550S162-97 550S162-97

33 33 33 33 33 33 33 33 33 33 33 33 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50

12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24

31’ 7” 27’ 4” 22’ 4” 33’ 8” 29’ 4” 23’ 11” 35’ 1” 31’ 11” 27’ 9” 36’ 8” 33’ 3” 29’ 1” 37’ 8” 34’ 2” 29’ 10” 39’ 4” 35’ 9” 31’ 2” 40’ 4” 36’ 7” 32’ 0” 42’ 2” 38’ 3” 33’ 5” 44’ 7” 40’ 6” 35’ 4” 46’ 8” 42’ 5” 37’ 0”

25’ 7” 23’ 3” 20’ 4” 26’ 8” 24’ 3” 21’ 2” 27’ 10” 25’ 4” 22’ 1” 29’ 1” 26’ 5” 23’ 1” 29’ 10” 27’ 1” 23’ 8” 31’ 3” 28’ 4” 24’ 9” 32’ 0” 29’ 1” 25’ 4” 33’ 5” 30’ 4” 26’ 6” 35’ 4” 32’ 1” 28’ 1” 37’ 0” 33’ 8” 29’ 5”

22’ 4” 20’ 4” 17’ 9” 23’ 4” 21’ 2” 18’ 6” 24’ 4” 22’ 1” 19’ 4” 25’ 5” 23’ 1” 20’ 2” 26’ 1” 23’ 8” 20’ 8” 27’ 3” 24’ 9” 21’ 7” 27’ 11” 25’ 4” 22’ 2” 29’ 2” 26’ 6” 23’ 2” 30’ 10” 28’ 1” 24’ 6” 32’ 4” 29’ 5” 25’ 8”

18’ 2” 15’ 9” e 12’ 10” e 19’ 6” 16’ 11” e 13’ 10” e 21’ 9” 19’ 7” 16’ 0” 22’ 8” 20’ 7” 17’ 1” 23’ 4” 21’ 2” 18’ 6” 24’ 4” 22’ 1” 19’ 4” 25’ 0” 22’ 8” 19’ 10” 26’ 1” 23’ 9” 20’ 8” 27’ 7” 25’ 1” 21’ 11” 28’ 11” 26’ 4” 22’ 11”

17’ 5” 15’ 9” e 12’ 10” e 18’ 2” 16’ 6” e 13’ 10” e 19’ 0” 17’ 3” 15’ 1” 19’ 10” 18’ 0” 15’ 9” 20’ 4” 18’ 6” 16’ 2” 21’ 3” 19’ 4” 16’ 10” 21’ 10” 19’ 10” 17’ 4” 22’ 10” 20’ 8” 18’ 1” 24’ 1” 21’ 11” 19’ 1” 25’ 3” 22’ 11” 20’ 0”

14’ 8” 13’ 4” 11’ 8” e 15’ 4” 13’ 11” 12’ 2” e 16’ 0” 14’ 6” 12’ 8” 16’ 9” 15’ 2” 13’ 3” 17’ 2” 15’ 7” 13’ 7” 17’ 11” 16’ 3” 14’ 3” 18’ 5” 16’ 8” 14’ 7” 19’ 3” 17’ 5” 15’ 3” 20’ 4” 18’ 6” 16’ 1” 21’ 3” 19’ 4” 16’ 11”

15’ 9” e 13’ 8” e 11’ 2” e 16’ 11” e 14’ 8” e 11’ 11” e 19’ 7” 17’ 0” 13’ 10”e 20’ 7” 18’ 1” 14’ 9”e 21’ 2” 19’ 3” 16’ 10” 22’ 1” 20’ 1” 17’ 7” 22’ 8” 20’ 7” 18’ 0” 23’ 9” 21’ 6” 18’ 10” 25’ 1” 22’ 9” 19’ 11” 26’ 3” 23’ 10” 20’ 10”

15’ 9” e 13’ 8” e 11’ 2” e 16’ 11” e 14’ 8” e 11’ 11” e 17’ 3” 15’ 8” 13’ 8”e 18’ 0” 16’ 4” 14’ 3”e 18’ 6” 16’ 10” 14’ 8” 19’ 4” 17’ 7” 15’ 4” 19’ 10” 18’ 0” 15’ 9” 20’ 8” 18’ 10” 16’ 5” 21’ 11” 19’ 11” 17’ 4” 22’ 11” 20’ 10” 18’ 2”

13’ 4” 12’ 2” e 10’ 7” e 13’ 11” 12’ 8” e 11’ 1” e 14’ 6” 13’ 2” 11’ 6” 15’ 2” 13’ 9” 12’ 0” 15’ 7” 14’ 2” 12’ 4” 16’ 3” 14’ 10” 12’ 11” 16’ 8” 15’ 2” 13’ 3” 17’ 5” 15’ 10” 13’ 10” 18’ 5” 16’ 9” 14’ 8” 19’ 4” 17’ 7” 15’ 4”

14’ 1” e 12’ 2” e 9’ 11” e 15’ 2” e 13’ 1” e 10’ 8” e 17’ 7” 15’ 2” 12’ 5”e 18’ 8” 16’ 2”e 13’ 2”e 19’ 8” 17’ 10” 15’ 7” 20’ 6” 18’ 8” 16’ 3” 21’ 1” 19’ 1” 16’ 8” 22’ 0” 20’ 0” 17’ 5” 23’ 3” 21’ 2” 18’ 5” 24’ 5” 22’ 2” 19’ 4”

14’ 1” e 12’ 2” e 9’ 11” e 15’ 2” e 13’ 1” e 10’ 8” e 16’ 0” 14’ 6” 12’ 5”e 16’ 9” 15’ 2” 13’ 2”e 17’ 2” 15’ 7” 13’ 7” 17’ 11” 16’ 3” 14’ 3” 18’ 5” 16’ 8” 14’ 7” 19’ 3” 17’ 5” 15’ 3” 20’ 4” 18’ 5” 16’ 1” 21’ 3” 19’ 4” 16’ 11”

12’ 5” e 11’ 3” e 9’ 10” e 12’ 11” e 11’ 9” e 10’ 3” e 13’ 6” 12’ 3” 12’ 8”e 14’ 1” 12’ 10” 11’ 2”e 14’ 6” 13’ 2” 11’ 6” 15’ 1” 13’ 9” 12’ 0” 15’ 6” 14’ 1” 12’ 3” 16’ 2” 14’ 9” 12’ 10” 17’ 2” 15’ 7” 13’ 7” 17’ 11” 16’ 4” 14’ 3”

12’ 10” e 11’ 2” e 9’ 1” e 13’ 10” e 11’ 11” e 9’ 9” e 16’ 0” 13’ 10”e 11’ 4”e 17’ 1” 14’ 9”e 12’ 0”e 18’ 6” 16’ 10” 14’ 8” 19’ 4” 17’ 7” 15’ 4” 19’ 10” 18’ 0” 15’ 9” 20’ 8” 18’ 10” 16’ 5” 21’ 11” 19’ 11” 17’ 4” 22’ 11” 20’ 10” 18’ 2”

12’ 10” e 11’ 2” e 9’ 1” e 13’ 10”e 11’ 11”e 9’ 9”e 15’ 1” 13’ 8”e 11’ 4”e 15’ 9” 14’ 3”e 12’ 0”e 16’ 2” 14’ 8” 12’ 10” 16’ 10” 15’ 4” 13’ 5” 17’ 4” 15’ 9” 13’ 9” 18’ 1” 16’ 5” 14’ 4” 19’ 1” 17’ 4” 15’ 2” 20’ 0” 18’ 2” 15’ 11”

11’ 8” e 10’ 7” e 9’ 1” e 12’ 2”e 11’ 1”e 9’ 8”e 12’ 8” 11’ 6” 10’ 1” e 13’ 3” 12’ 0” 10’ 6”e 13’ 7” 12’ 4” 10’ 10” 14’ 3” 12’ 11” 11’ 3” 14’ 7” 13’ 3” 11’ 7” 15’ 3” 13’ 10” 12’ 1” 16’ 1” 14’ 8” 12’ 9” 16’ 11” 15’ 4” 13’ 5”

11’ 2” e 9’ 8” e 7’ 10” e 11’ 11”e 10’ 4”e 8’ 5”e 13’ 10”e 12’ 0”e 9’ 9”e 14’ 9”e 12’ 9”e 10’ 5”e 16’ 10” 15’ 3” 13’ 2” 17’ 7” 15’ 11” 13’ 11” 18’ 0” 16’ 4” 14’ 3” 18’ 10” 17’ 1” 14’ 11” 19’ 11” 18’ 1” 15’ 9” 20’ 10” 18’ 11” 16’ 6”

11’ 2” e 9’ 8” e 7’ 10” e 11’ 11”e 10’ 4”e 8’ 5”e 13’ 8”e 12’ 0”e 9’ 9”e 14’ 3”e 12’ 9”e 10’ 5”e 14’ 8” 13’ 4” 11’ 8” 15’ 4” 13’ 11” 12’ 2” 15’ 9” 14’ 3” 12’ 6” 16’ 5” 14’ 11” 13’ 0” 17’ 4” 15’ 9” 13’ 9” 18’ 2” 16’ 6” 14’ 5”

10’ 7” e 9’ 7” e 7’ 10” e 11’ 1”e 10’ 4”e 8’ 5”e 11’ 6” 10’ 6” e 9’ 2” e 12’ 0” 10’ 11”e 9’ 7” e 12’ 4” 11’ 3” 9’ 10” 12’ 11” 11’ 9” 10’ 3” 13’ 3” 12’ 0” 10’ 6” 13’ 10” 12’ 7” 11’ 0” 14’ 8” 13’ 4” 11’ 7” 15’ 4” 13’ 11” 12’ 2”

600S137-33 600S137-33 600S137-33 600S162-33 600S162-33 600S162-33 600S200-33 600S200-33 600S200-33 600S137-43 600S137-43 600S137-43 600S162-43 600S162-43 600S162-43 600S200-43 600S200-43 600S200-43 600S137-54 600S137-54 600S137-54 600S162-54 600S162-54 600S162-54 600S200-54 600S200-54 600S200-54 600S137-68 600S137-68 600S137-68 600S162-68 600S162-68 600S162-68 600S200-68 600S200-68 600S200-68 600S137-97 600S137-97 600S137-97 600S162-97 600S162-97 600S162-97 600S200-97 600S200-97 600S200-97

33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50

12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24

33’ 0” 28’ 7” 23’ 4” 35’ 6” 30’ 9” 25’ 1” 37’ 10” 32’ 9” 26’ 9” 37’ 8” 34’ 2” 28’ 0” 39’ 3” 35’ 8” 31’ 0” 41’ 3” 37’ 6” 32’ 0” 40’ 4” 36’ 8” 32’ 0” 42’ 2” 38’ 3” 33’ 5” 44’ 3” 40’ 3” 35’ 2” 43’ 3” 39’ 4” 34’ 4” 45’ 2” 41’ 0” 35’ 10” 47’ 6” 43’ 2” 37’ 8” 47’ 10” 43’ 6” 38’ 0” 50’ 1” 45’ 6” 39’ 9” 52’ 9” 47’ 11” 41’ 10”

27’ 3” 24’ 9” 21’ 8” 28’ 7” 26’ 0” 22 ‘ 8” 30’ 0” 27’ 3” 23’ 10” 29’ 10” 27’ 2” 23’ 8” 31’ 2” 28’ 4” 24’ 9” 32’ 9” 29’ 9” 26’ 0” 32’ 0” 29’ 1” 25’ 5” 33’ 5” 30’ 4” 26’ 6” 35’ 2” 31’ 11” 27’ 11” 34’ 4” 31’ 2” 27’ 3” 35’ 10” 32’ 7” 28’ 5” 37’ 8” 34’ 3” 29’ 11” 38’ 0” 34’ 6” 30’ 2” 39’ 9” 36’ 1” 31’ 6” 41’ 10” 38’ 0” 33’ 3”

23’ 10” 21’ 8” 18’ 11” 25’ 0” 22’ 8” 19’ 10” 26’ 3” 23’ 10” 20’ 10” 26’ 1” 23’ 8” 20’ 8” 27’ 3” 24’ 9” 21’ 7” 28’ 7” 26’ 0” 22’ 8” 28’ 0” 25’ 5” 22’ 2” 29’ 2” 26’ 6” 23’ 2” 30’ 8” 27’ 11” 24’ 4” 30’ 0” 27’ 3” 23’ 9” 31’ 4” 28’ 5” 24’ 10” 32’ 11” 29’ 11” 26’ 2” 33’ 2” 30’ 2” 26’ 4” 34’ 8” 31’ 6” 27’ 6” 36’ 7” 33’ 3” 29’ 0”

19’ 0” 16’ 6”e 13’ 5”e 20’ 6”e 17’ 9”e 14’ 6”e 21’ 10”e 18’ 11”e 15’ 5”e 22’ 11” 19’ 10” 16’ 2” 24’ 4” 21’ 11” 17’ 11”e 25’ 7” 22’ 7” 18’ 5”e 25’ 0” 22’ 9” 19’ 10” 26’ 1” 23’ 8” 20’ 8” 27’ 5” 24’ 11” 21’ 9” 26’ 9” 24’ 4” 21’ 3” 28’ 0” 25’ 5” 22’ 2” 29’ 5” 26’ 9” 23’ 4” 29’ 8” 26’ 11” 23’ 6” 31’ 0” 28’ 2” 24’ 7” 32’ 8” 29’ 8” 25’ 11”

18’ 7” 16’ 6”e 13’ 5”e 19’ 6” 17’ 9” e 14’ 6”e 20’ 6” e 18’ 7” e 15’ 5”e 20’ 4” 18’ 6” 16’ 2” 21’ 3” 19’ 4” 16’ 10” 22’ 4” 20’ 3” 17’ 8”e 21’ 10” 19’ 10” 17’ 4” 22’ 10” 20’ 8” 18’ 1” 23’ 11” 21’ 9” 19’ 0” 23’ 5” 21’ 3” 18’ 7” 24’ 5” 22’ 2” 19’ 5” 25’ 8” 23’ 4” 20’ 5” 25’ 11” 23’ 6” 20’ 6” 27’ 1” 24’ 7” 21’ 6” 28’ 7” 25’ 11” 22’ 8”

15’ 8” 14’ 3” 12’ 5” e 16’ 5” 14’ 11” 13’ 0”e 17’ 3” 15’ 8” e 13’ 8” e 17’ 2” 15’ 7” 13’ 7” 17’ 11” 16’ 3” 14’ 2” 18’ 10” 17’ 1” 14’ 11” 18’ 5” 16’ 9” 14’ 7” 19’ 3” 17’ 5” 15’ 3” 20’ 2” 18’ 4” 16’ 0” 19’ 9” 17’ 11” 15’ 8” 20’ 7” 18’ 9” 16’ 4” 21’ 8” 19’ 8” 17’ 2” 21’ 10” 19’ 10” 17’ 4” 22’ 10” 20’ 9” 18’ 1” 24’ 1” 21’ 10” 19’ 1”

16’ 6” e 14’ 3”e 11’ 8”e 17’ 9”e 15’ 4”e 12’ 6”e 18’ 11”e 16’ 4”e 13’ 4”e 19’ 10” 17’ 2” 14’ 0”e 21’ 11” 19’ 0”e 15’ 6”e 22’ 7” 19’ 7”e 16’ 0”e 22’ 9” 20’ 8” 18’ 0” 23’ 8” 21’ 6” 18’ 10” 24’ 11” 22’ 8” 19’ 9” 24’ 4” 22’ 1” 19’ 4” 25’ 5” 23’ 1” 20’ 2” 26’ 9” 24’ 3” 21’ 3” 26’ 11” 24’ 6” 21’ 4” 28’ 2” 25’ 7” 22’ 4” 29’ 8” 27’ 0” 23’ 7”

16’ 6”e 14’ 3”e 11’ 8”e 17’ 9”e 15’ 4”e 12’ 6”e 18’ 7”e 16’ 4”e 13’ 4”e 18’ 6” 16’ 10” 14’ 0”e 19’ 4” 17’ 6” 15’ 4” e 20’ 3” 18’ 5” 16’ 0”e 19’ 10” 18’ 0” 15’ 9” 20’ 8” 18’ 10” 16’ 5” 21’ 9” 19’ 9” 17’ 3” 21’ 3” 19’ 4” 16’ 10” 22’ 2” 20’ 2” 17’ 7” 23’ 4” 21’ 3” 18’ 6” 23’ 6” 21’ 4” 18’ 8” 24’ 7” 22’ 4” 19’ 6” 25’ 11” 23’ 7” 20’ 7”

14’ 3” 12’ 11” e 11’ 4” e 14’ 11” 13’ 7” e 11’ 10”e 15’ 8” e 14’ 3” e 12’ 5” e 15’ 7” 14’ 2” 12’ 4” 16’ 3” 14’ 9” 12’ 11” 17’ 1” 15’ 6” 13’ 7” e 16’ 9” 15’ 2” 13’ 3” 17’ 5” 15’ 10” 13’ 10” 18’ 4” 16’ 8” 14’ 7” 17’ 11” 16’ 3” 14’ 3” 18’ 9” 17’ 0” 14’ 10” 19’ 8” 17’ 11” 15’ 7” 19’ 10” 18’ 0” 15’ 9” 20’ 9” 18’ 10” 16’ 6” 21’ 10” 19’ 10” 17’ 4”

14’ 9”e 12’ 9”e 10’ 5”e 15’ 10”e 13’ 9”e 11’ 2”e 16’ 11”e 14’ 8”e 11’ 11”e 17’ 9” 15’ 4”e 12’ 6”e 19’ 7” 17’ 0”e 13’ 10”e 20’ 3”e 17’ 6”e 14’ 3”e 21’ 1” 19’ 2” 16’ 9” 22’ 0” 20’ 0” 17’ 5” 23’ 2” 21’ 0” 18’ 4” 22’ 7” 20’ 6” 17’ 11” 23’ 7” 21’ 5” 18’ 9” 24’ 10” 22’ 7” 19’ 8” 25’ 0” 22’ 8” 19’ 10” 26’ 2” 23’ 9” 20’ 9” 27’ 7” 25’ 0” 21’ 10”

14’ 9”e 12’ 9”e 10’ 5”e 15’ 10”e 13’ 9”e 11’ 2”e 16’ 11”e 14’ 8”e 11’ 11”e 17’ 2” 15’ 4”e 12’ 6”e 17’ 11” 16’ 3”e 13’ 10”e 18’ 10” 17’ 1”e 14’ 3”e 18’ 5” 16’ 9” 14’ 7” 19’ 3” 17’ 5” 15’ 3” 20’ 2” 18’ 4” 16’ 0” 19’ 9” 17’ 1” 15’ 8” 20’ 7” 18’ 9” 16’ 4” 21’ 8” 19’ 8” 17’ 2” 21’ 10” 19’ 10” 17’ 4” 22’ 10” 20’ 9” 18’ 1” 24’ 1” 21’ 10” 19’ 1”

13’ 3” e 12’ 0” e 10’ 5”e 13’ 10”e 12’ 7”e 11’ 0”e 14’ 7” e 13’ 3” e 11’ 7” e 14’ 6” 13’ 2” 11’ 6” e 15’ 1” 13’ 9” 12’ 0” e 15’ 10” 14’ 5” 12’ 7” e 15’ 6” 14’ 1” 12’ 4” 16’ 2” 14’ 9” 12’ 10” 17’ 0” 15’ 6” 13’ 6” 16’ 8” 15’ 1” 13’ 2” 17’ 4” 15’ 9” 13’ 9” 18’ 3” 16’ 7” 14’ 6” 18’ 5” 16’ 9” 14’ 7” 19’ 3” 17’ 6” 15’ 3” 20’ 4” 18’ 5” 16’ 1”

13’ 5”e 11’ 8”e 9’ 6”e 14’ 6”e 12’ 6”e 10’ 3”e 15’ 5”e 13’ 4”e 10’ 11”e 16’ 2” 14’ 0”e 11’ 5”e 17’ 11”e 15’ 6”e 12’ 8”e 18’ 5”e 16’ 0”e 13’ 0”e 19’ 10” 18’ 0” 15’ 4” 20’ 8” 18’ 10” 16’ 5” 21’ 9” 19’ 9” 17’ 3” 21’ 3” 19’ 4” 16’ 10” 22’ 2” 20’ 2” 17’ 7” 23’ 4” 21’ 3” 18’ 6” 23’ 6” 21’ 4” 18’ 8” 24’ 7” 22’ 4” 19’ 6” 25’ 11” 23’ 7” 20’ 7”

13’ 5”e 11’ 8”e 9’ 6”e 14’ 6”e 12’ 6”e 10’ 3”e 15’ 5”e 13’ 4”e 10’ 11”e 16’ 2” 14’ 0”e 11’ 5”e 16’ 10” 15’ 4” e 12’ 8”e 17’ 8”e 16’ 0”e 13’ 0”e 17’ 4” 15’ 9” 13’ 9” 18’ 1” 16’ 5” 14’ 4” 19’ 0” 17’ 3” 15’ 1” 18’ 7” 16’ 10” 14’ 9” 19’ 5” 17’ 7” 15’ 5” 20’ 5” 18’ 6” 16’ 2” 20’ 6” 18’ 8” 16’ 4” 21’ 6” 19’ 6” 17’ 1” 22’ 8” 20’ 7” 18’ 0”

12’ 5” e 11’ 4” e 9’ 6”e 13’ 0”e 11’ 10”e 10’ 3”e 13’ 8” e 12’ 5” e 10’ 10” e 13’ 7” 12’ 4” 10’ 10” e 14’ 2” 12’ 11” 11’ 3”e 14’ 11” 13’ 7” e 11’ 10”e 14’ 7” 13’ 3” 11’ 7” 15’ 3” 13’ 10” 12’ 1” 16’ 0” 14’ 7” 12’ 8” 15’ 8” 14’ 3” 12’ 5” 16’ 4” 14’ 10” 13’ 0” 17’ 2” 15’ 7” 13’ 8” 17’ 4” 15’ 9” 13’ 9” 18’ 1” 16’ 6” 14’ 4” 19’ 1” 17’ 4” 15’ 2”

11’ 8”e 10’ 1”e 8’ 3”e 12’ 6”e 10’ 10”e 8’ 10”e 13’ 4”e 11’ 7”e 9’ 5”e 14’ 0”e 12’ 1”e 9’ 11”e 15’ 6”e 13’ 5”e 10’ 11”e 16’ 0”e 13’ 10”e 11’ 3”e 18’ 0” 16’ 3” 13’ 3” 18’ 10” 17’ 1” 14’ 8” 19’ 9” 17’ 11” 15’ 1”e 19’ 4” 17’ 6” 15’ 4” 20’ 2” 18’ 4” 16’ 0” 21’ 3” 19’ 3” 16’ 10” 21’ 4” 19’ 5” 16’ 11” 22’ 4” 20’ 4” 17’ 9” 23’ 7” 21’ 5” 18’ 8”

11’ 8”e 10’ 1”e 8’ 3”e 12’ 6”e 10’ 10”e 8’ 10”e 13’ 4”e 11’ 7”e 9’ 5”e 14’ 0”e 12’ 1”e 9’ 11”e 15’ 6”e 13’ 5”e 10’ 11”e 16’ 0”e 13’ 10”e 11’ 3”e 15’ 9” 14’ 4” 12’ 6” 16’ 5” 14’ 11” 13’ 0” 17’ 3” 15’ 8” 13’ 8” 16’ 10” 15’ 4” 13’ 4” 17’ 7” 16’ 0” 14’ 0” 18’ 6” 16’ 10” 14’ 8” 18’ 8” 16’ 11” 14’ 10” 19’ 6” 17’ 9” 15’ 6” 20’ 7” 18’ 8” 16’ 4”

11’ 4” e 10’ 1”e 8’ 3”e 11’ 10”e 10’ 9”e 8’ 10”e 12’ 5” e 11’ 4” e 9’ 5”e 12’ 4” 11’ 3” e 9’ 10” e 12’ 11” 11’ 9” e 10’ 3” e 13’ 7” e 12’ 4” e 10’ 9” e 13’ 3” 12’ 1” 10’ 6” 13’ 10” 12’ 7” 11’ 0” 14’ 7” 13’ 3” 11’ 7” 14’ 3” 12’ 11” 11’ 3” 14’ 10” 13’ 6” 11’ 9” 15’ 7” 14’ 2” 12’ 5” 15’ 9” 14’ 3” 12’ 6” 16’ 6” 14’ 11” 13’ 1” 17’ 4” 15’ 9” 13’ 9”

Allowable Heights For Curtain Walls Section 800S137-33 800S137-33 800S137-33 800S162-33 800S162-33 800S162-33 800S200-33 800S200-33 800S200-33 800S137-43 800S137-43 800S137-43 800S162-43 800S162-43 800S162-43 800S200-43 800S200-43 800S200-43 800S137-54 800S137-54 800S137-54 800S162-54 800S162-54 800S162-54 800S200-54 800S200-54 800S200-54 800S137-68 800S137-68 800S137-68 800S162-68 800S162-68 800S162-68 800S200-68 800S200-68 800S200-68 800S137-97 800S137-97 800S137-97 800S162-97 800S162-97 800S162-97 800S200-97 800S200-97 800S200-97

Spacing Fy (ksi) (in) oc 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50

12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24

5 psf L/120

L/240

37’ 9”e 34’ 1”e 32’ 8”e 31’ 0”e 26’ 8”e 26’ 8”e 41’ 0”e 35’ 5” e 35’ 6”e 32’ 2” e 28’ 11”e 28’ 1” e 44’ 0”e 37’ 8”e 38’ 1”e 34’ 3” e 31’ 1”e 29’ 11” e 45’ 10” 37’ 6” 39’ 8” 34’ 1” 32’ 5” 29’ 9” 49’ 1” 39’ 0” 42’ 9” 35’ 5” 34’ 11” 30’ 11” 51’ 9” 41’ 1” 45’ 9” 37’ 4” 37’ 4” 32’ 7” 50’ 10” 40’ 4” 46’ 2” 36’ 8” 40’ 4” 32’ 0” 52’ 10” 41’ 11” 48’ 0” 38’ 1” 41’ 11” 33’ 3” 55’ 7” 44’ 2” 50’ 6” 40’ 2” 44’ 2” 35’ 0” 54’ 10” 43’ 6” 49’ 10” 39’ 6” 3’ 6” 34’ 6” 57’ 0” 45’ 3” 51’ 10” 41’ 1” 45’ 3” 35’ 11” 59’ 9” 47’ 5” 54’ 3” 43’ 1” 47’ 5” 37’ 7” 60’ 10” 48’ 3” 55’ 3” 43’ 10” 48’ 3” 38’ 4” 63’ 4” 50’ 3” 57’ 7” 45’ 8” 50’ 3” 39’ 11” 66’ 5” 52’ 9” 60’ 4” 47’ 11” 52’ 9” 41’ 10”

15 psf

20 psf

25 psf

L/360

L/240

L/360

L/600

L/240

L/360

L/600 L/240

29’ 9”e 27’ 0” e 23’ 7” e 31’ 0”e 28’ 1” e 24’ 7” e 32’ 11”e 29’ 11” e 26’ 1”e 32’ 9” 29’ 9” 26’ 0” 34’ 0” 30’ 11” 27’ 0” 35’ 11” 32’ 7” 28’ 6” 35’ 3” 32’ 0” 27’ 11” 36’ 7” 33’ 3” 29’ 1” 38’ 7” 35’ 0” 30’ 7” 38’ 0” 34’ 6” 30’ 2” 39’ 6” 35’ 11” 31’ 4” 41’ 5” 37’ 7” 32’ 10” 42’ 2” 38’ 4” 33’ 5” 43’ 11” 39’ 11” 34’ 10” 46’ 1” 41’ 10” 36’ 7”

21’ 9”e 18’ 10”e 15’ 5”e 23’ 8”e 20’ 6”e 16’ 8”e 25’ 4”e 22’ 0”e 17’ 11”e 26’ 5” 22’ 11” 18’ 8”e 28’ 6” 24’ 8” 20’ 2”e 30’ 6” 26’ 5”e 21’ 7”e 31’ 6” 28’ 7” 25’ 0” 32’ 9” 29’ 9” 26’ 0” 34’ 5” 31’ 4” 27’ 4” 34’ 0” 30’ 10” 26’ 11” 35’ 4” 32’ 1” 28’ 0” 37’ 0” 33’ 7” 29’ 4” 37’ 8” 34’ 3” 29’ 11” 39’ 3” 35’ 8” 31’ 2” 41’ 2” 37’ 5” 32’ 8”

21’ 9”e 18’ 10”e 15’ 5”e 23’ 8”e 20’ 6”e 16’ 8”e 25’ 4”e 22’ 0”e 17’ 11”e 25’ 7” 22’ 11” 18’ 8”e 26’ 7” 24’ 2” 20’ 2”e 28’ 0” 25’ 5”e 21’ 7”e 27’ 6” 25’ 0” 21’ 10” 28’ 7” 26’ 0” 22’ 8” 30’ 1” 27’ 4” 23’ 10” 29’ 8” 26’ 11” 23’ 7” 30’ 10” 28’ 0” 24’ 6” 32’ 4” 29’ 4” 25’ 8” 32’ 11” 29’ 11” 26’ 1” 34’ 3” 31’ 2” 27’ 2” 35’ 11” 32’ 8” 28’ 6”

19’ 7” e 17’ 10”e 15’ 5”e 20’ 5”e 18’ 6” e 16’ 2” e 21’ 8” e 19’ 8”e 17’ 2”e 21’ 7” 19’ 7” 17’ 1” e 22’ 5” 20’ 4” 17’ 9” e 23’ 7” 21’ 5” 18’ 9” e 23’ 2” 21’ 1” 18’ 5” 24’ 1” 21’ 11” 19’ 1” 25’ 4” 23’ 1” 20’ 2” 25’ 0” 22’ 9” 19’ 10” 26’ 0” 23’ 8” 20’ 8” 27’ 3” 24’ 9” 21’ 7” 27’ 9” 25’ 3” 22’ 0” 28’ 11” 26’ 3” 22’ 11” 30’ 4” 27’ 6” 24’ 1”

18’ 10”e 16’ 4”e 13’ 4”e 20’ 6”e 17’ 9”e 14’ 5”e 22’ 0”e 19’ 0”e 15’ 6”e 22’ 11” 19’ 10”e 16’ 2”e 24’ 8” 21’ 4”e 17’ 5”e 26’ 5”e 22’ 10”e 18’ 8”e 28’ 7” 26’ 0” 21’ 9” 29’ 9” 27’ 0” 23’ 4” 31’ 4” 28’ 5” 24’ 10” 30’ 10” 28’ 0” 24’ 6” 32’ 1” 29’ 2” 25’ 6” 33’ 7” 30’ 6” 26’ 8” 34’ 3” 31’ 1” 27’ 2” 35’ 8” 32’ 5” 28’ 3” 37’ 5” 34’ 0” 29’ 8”

18’ 10”e 16’ 4”e 13’ 4”e 20’ 6”e 17’ 9”e 14’ 5”e 22’ 0”e 19’ 0”e 15’ 6”e 22’ 11” 19’ 10”e 16’ 2”e 24’ 2” 21’ 4”e 17’ 5”e 26’ 5”e 22’ 10”e 18’ 8”e 25’ 0” 22’ 8” 19’ 10” 26’ 0” 23’ 7” 20’ 7” 27’ 4” 24’ 10” 21’ 8” 26’ 11” 24’ 6” 21’ 5” 28’ 0” 25’ 6” 22’ 3” 29’ 4” 26’ 8” 23’ 4” 29’ 11” 27’ 2” 23’ 9” 31’ 2” 28’ 3” 24’ 8” 32’ 8” 29’ 8” 25’ 11”

17’ 10”e 16’ 10”e 16’ 10”e 16’ 2” e 14’ 7”e 14’ 7”e 13’ 4”e 11’ 11”e 11’ 11”e 18’ 6” e 18’ 4”e 18’ 4”e 16’ 10” e 15’ 10”e 15’ 10”e 14’ 5”e 12’ 11”e 12’ 11”e 19’ 8”e 19’ 8”e 19’ 8”e 17’ 11” e 17’ 0”e 17’ 0”e 15’ 6”e 13’ 10”e 13’ 10”e 19’ 7” 20’ 6”e 20’ 6”e 17’ 9” 17’ 9”e 17’ 9”e 15’ 6” e 14’ 6”e 14’ 6”e 20’ 4” 22’ 1”e 22’ 1”e 18’ 6” 19’ 1”e 19’ 1”e 16’ 2” e 15’ 7”e 15’ 7”e 21’ 5” 23’ 7”e 23’ 7”e 19’ 6” e 20’ 5”e 20’ 5”e 17’ 0”e 16’ 8”e 16’ 8”e 21’ 1” 26’ 7” 23’ 2” 19’ 2” 23’ 10” 21’ 1” 16’ 8” 19’ 5” 18’ 5” 21’ 11” 27’ 7” 24’ 1” 19’ 11” 25’ 1” 21’ 11” 17’ 4” 20’ 10” 19’ 1” 23’ 1” 29’ 1” 25’ 4” 20’ 11” 26’ 5” 23’ 1” 18’ 3” 22’ 3”e 20’ 2” 22’ 9” 28’ 8” 25’ 0” 20’ 8” 26’ 0” 22’ 9” 18’ 0” 22’ 9” 19’ 10” 23’ 8” 29’ 10” 26’ 0” 21’ 6” 27’ 1” 23’ 8” 18’ 9” 23’ 8” 20’ 8” 24’ 9” 31’ 2” 27’ 3” 22’ 6” 28’ 4” 24’ 9” 19’ 8” 24’ 9” 21’ 7” 25’ 3” 31’ 9” 27’ 9” 22’ 11” 28’ 10” 25’ 3” 20’ 0” 25’ 3” 22’ 0” 26’ 3” 33’ 1” 28’ 11” 23’ 10” 30’ 1” 26’ 3” 20’ 10” 26’ 3” 22’ 11” 27’ 6” 34’ 9” 30’ 4” 25’ 0” 31’ 6” 27’ 6” 21’ 10” 27’ 6” 24’ 1”

30 psf

L/360 L/600 16’ 6” e 14’ 7”e 11’ 11”e 17’ 2” e 15’ 7” e 12’ 11”e 18’ 3”e 16’ 7”e 13’ 10”e 18’ 2” 16’ 6” e 14’ 5” e 18’ 11” 17’ 2” e 15’ 0” e 19’ 11”e 18’ 1”e 15’ 10”e 19’ 7” 17’ 9” 15’ 6” 20’ 4” 18’ 6” 16’ 1” 21’ 5” 19’ 5” 17’ 0” 21’ 1” 19’ 2” 16’ 9” 21’ 11” 19’ 11” 17’ 5” 23’ 0” 20’ 10” 18’ 3” 23’ 5” 21’ 3” 18’ 7” 24’ 4” 22’ 2” 19’ 4” 25’ 7” 23’ 3” 20’ 3”

L/240

L/360

15’ 5”e 13’ 4”e 10’ 10”e 16’ 8”e 14’ 5”e 11’ 10”e 17’ 11”e 15’ 6”e 12’ 8”e 18’ 8”e 16’ 2”e 13’ 2”e 20’ 2”e 17’ 5”e 14’ 3”e 21’ 7”e 18’ 8”e 15’ 3”e 25’ 0” 21’ 9” 17’ 9” 26’ 0” 23’ 4” 19’ 1”e 27’ 4” 24’ 10” 20’ 4”e 26’ 11” 24’ 6” 20’ 11” 28’ 0” 25’ 6” 22’ 3” 29’ 4” 26’ 8” 23’ 4” 29’ 11” 27’ 2” 23’ 9” 31’ 2” 28’ 3” 24’ 8” 32’ 8” 29’ 8” 25’ 11”

15’ 5”e 13’ 4”e 10’ 10”e 16’ 8”e 14’ 5”e 11’ 10”e 17’ 11”e 15’ 6”e 12’ 8”e 18’ 8”e 16’ 2”e 13’ 2”e 20’ 2”e 17’ 5”e 14’ 3”e 21’ 7”e 18’ 8”e 15’ 3”e 21’ 10” 19’ 10” 17’ 4” 22’ 8” 20’ 7” 18’ 0” 23’ 10” 21’ 8” 18’ 11” 23’ 7” 21’ 5” 18’ 8” 24’ 6” 22’ 3” 19’ 5” 25’ 8” 23’ 4” 20’ 4” 26’ 1” 23’ 9” 20’ 9” 27’ 2” 24’ 8” 21’ 7” 28’ 6” 25’ 11” 22’ 8”

40 psf L/600 15’ 5”e 13’ 4”e 10’ 10”e 16’ 2”e 14’ 5”e 11’ 10”e 17’ 2”e 15’ 6”e 12’ 8”e 17’ 1”e 15’ 6”e 13’ 2”e 17’ 9” e 16’ 2” e 14’ 1” e 18’ 9” e 17’ 0”e 14’ 10”e 18’ 5” 16’ 8” 14’ 7” 19’ 1” 17’ 4” 15’ 2” 20’ 2” 18’ 3” 16’ 0” 19’ 10” 18’ 0” 15’ 9” 20’ 8” 18’ 9” 16’ 5” 21’ 7” 19’ 8” 17’ 2” 22’ 0” 20’ 0” 17’ 6” 22’ 11” 20’ 10” 18’ 2” 24’ 1” 21’ 10” 19’ 1”

L/240

L/360

L/600

13’ 4”e 11’ 6”e 9’ 5”e 14’ 5”e 12’ 6”e 10’ 3”e 15’ 6”e 13’ 5”e 11’ 0”e 16’ 2”e 14’ 0”e 11’ 5”e 17’ 5”e 15’ 1”e 12’ 4”e 18’ 8”e 16’ 2”e 13’ 2”e 21’ 9” 18’ 10” 15’ 4”e 23’ 4” 20’ 3” 16’ 6”e 24’ 10” 21’ 7”e 17’ 7”e 24’ 6” 22’ 2” 18’ 1” 25’ 6” 23’ 2” 19’ 4” 26’ 8” 24’ 3” 21’ 2” 27’ 2” 24’ 8” 21’ 7” 28’ 3” 25’ 8” 22’ 5” 29’ 8” 26’ 11” 23’ 6”

13’ 4”e 11’ 6”e 9’ 5”e 14’ 5”e 12’ 6”e 10’ 3”e 15’ 6”e 13’ 5”e 11’ 0”e 16’ 2”e 14’ 0”e 11’ 5”e 17’ 5”e 15’ 1”e 12’ 4”e 18’ 8”e 16’ 2”e 13’ 2”e 19’ 10” 18’ 0” 15’ 4”e 20’ 7” 18’ 9” 16’ 4” e 21’ 8” 19’ 8” 17’ 2”e 21’ 5” 19’ 5” 17’ 0” 22’ 3” 20’ 2” 17’ 8” 23’ 4” 21’ 2” 18’ 6” 23’ 9” 21’ 7” 18’ 10” 24’ 8” 22’ 5” 19’ 7” 25’ 11” 23’ 6” 20’ 7”

13’ 4”e 11’ 6”e 9’ 5”e 14’ 5”e 12’ 6”e 10’ 3”e 15’ 6”e 13’ 5”e 11’ 0”e 15’ 6”e 14’ 0”e 11’ 5”e 16’ 2”e 14’ 8”e 12’ 4”e 17’ 0”e 15’ 6”e 13’ 2”e 16’ 8” 15’ 2” 13’ 3” 17’ 4” 15’ 9” 13’ 9” 18’ 3” 16’ 7” 14’ 6”e 18’ 0” 16’ 5” 14’ 4” 18’ 9” 17’ 0” 14’ 11” 19’ 8” 17’ 10” 15’ 7” 20’ 0” 18’ 2” 15’ 10” 20’ 10” 18’ 11” 16’ 6” 21’ 10” 19’ 10” 17’ 4”

â&#x201E;˘

Various Types of Wall Bracing

™

Allowable Combined Heights AxialFor andNon-Axial Lateral Load LoadTables Bearing Wall

Combined Loading Allowable Axial Load Table Notes 1. 2. 3. 4. 5. 6. 7. 8.

Allowable axial loads listed in kips 1 KIP = 1000 lbs.). Allowable axial loads listed are based on simple one span condition. Allowable axial loads determined in accordance with section C5 of AISI S100 and the assumption that axial load passes through centroid of the effective section. Allowable axial loads are based on 4’-0” on center bracing. KyLy and KtLt = 48 inches. Studs are assumed to be adequately braced at a maximum of spacing of Lu to develop allowable moment, Ma. Listed wind pressures represent 1.0 W calculated based on 2009 IBC or 0.6 W calculated based on 2012 IBC. For deflection calculations, listed wind pres pres-sures have been reduced by 0.70 as allowed by IBC. The 5 psf pressure has not been reduced for deflection checks. End supports have not been checked for web crippling. See web crippling tables in this catalog. Listed lateral pressures and axial loads have not been modified for strength checks based on wind/earthquake or multiple transient loads.

Wall

Spacing

Ht. (ft)

(in) o.c.

250S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

250S162-mils (Fy)

-68 (50)

-97 (50)

-33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

12 0.95

1.37

1.9

2.54 3.10

1.02 1.07 2.31 3.00

4.53

16 0.87

1.03

1.85

2.48 3.09

1.11 1.62 2.25 2.94

4.45

24 0.737

1.16

1.74

2.36 3.08

0.96 1.47 2.13 2.81

4.3

12 0.8

1.18

1.66

2.21 3.04

1.02 1.47 2.01 2.61

3.88

16 0.72

1.01

1.6

2.14 3.03

0.92 1.37 1.94 2.53

3.8

24 0.576

0.946

1.477

2.00 3.01

0.756 1.27 1.80 2.39

3.63

12 0.677

3.32

1.00

1.44

1.9 2.09

0.84 1.24 1.73 2.25

0.917 10 16 0.586

1.36

1.82 2.08

0.746 1.147

1.65 2.17

3.23

1.236

1.687

2.06

0.576 0.966

1.516 2.017

3.05

24 0.42

0.746

12 0.436

0.696

1.056

1.397 2.01

0.566 0.866 1.277 1.66

2.43

0.59 12 16 0.343

0.97

1.31 1.09

0.463

0.766 1.186 1.577

2.33

0.432 24 0.182

0.823

1.153 1.086

0.282 0.583 1.033 1.46

2.146

12 0.26

0.463

0.766

1.016 1.056

0.353

0.593 0.936 1.226

1.797

0.372 14 16 0.172

0.683

0.933 10.46

0.262

0.493 0.843 1.136

1.696

0.21

0.54

0.78 1.02

0.09

0.32 0.69 0.97

1.513

0.3

0.55

0.743 1.016

0.212

0.42 0.683 0.913

1.346

0.222 16 16 0.06

0.472

0.662 1.003

0.122

0.312 0.592 0.823

1.253

0.071

0.342

0.522 0.092

0.001

0.151 0.452 0.672

1.082

0.021

12 0.15 2

24 0.001

Wall

Spacing

Ht. (ft)

(in) o.c.

350S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

350S162-mils (Fy) -68 (50)

-97 (50)

-33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

1.44 2.07 3.16 12

4.13

5.98

1.81

2.56

3.97

5.08

7.48

1.37 1.99 3.10 16

4.06

5.92

1.74

2.48

3.90

5.01

7.41

1.23 1.85 2.97 24

3.93

5.80

1.58

2.32

3.76

4.87

7.27

1.33 1.93 2.92 12

3.82

5.84

1.67

2.38

3.65

4.67

6.88

1.24 1.84 2.84 16

3.74

5.76

1.57

2.28

3.56

4.58

6.79

1.07 1.66 2.69 24

3.58

5.60

1.39

2.09

3.39

4.41

6.62

1.20 1.77 2.64 12

3.47

5.29

1.51

2.18

3.29

4.23

6.22

1.10 1.66 2.55 10 16

3.37

5.19

1.40

2.07

3.19

4.12

6.12

0.917 1.45 2.37 24

3.18

5.00

1.19

1.84

2.99

3.92

5.92

0.93 1.41 2.09 12

2.73

4.12

1.18

1.75

2.56

3.31

4.86

0.807 1.28 1.97 12 16

2.61

4.00

1.047

1.61

2.44

3.18

4.73

0.586 1.036 1.767 24

2.39

3.77

0.796 1.346

0.666 1.067 1.60 12

2.10

3.15

0.866

0.536 0.916 1.476 14 16

1.97

3.02

2.21

2.94

4.50

1.95

2.54

3.75

0.716 1.176 1.827

2.40

3.61

0.463 0.896

1.586

2.166

3.36

0.596 0.966

1.487

1.95

2.90

2.297

0.453 0.806

1.356

1.816

2.77

2.066

0.21 0.54 1.12

1.576

2.526

1.74

2.79

0.453 0.756 1.206 12

1.607

2.42

0.323 0.613 1.086 16 16

1.476

0.30 0.65 1.25

1.33

0.092 0.362 0.873 24

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

1.243

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

Allowable Combined Axial and Bending Loads 5psf lateral load Wall

Spacing

Ht. (ft)

(in) o.c.

362S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

1.49 12

2.14 3.32

4.37

6.12

1.87

2.65 4.15

5.38

7.90

1.42 16

2.07 3.26

4.30

6.06

1.80

2.57 4.08

5.31

7.83

1.29 24

1.93 3.13

4.17

5.95

1.65

2.42 3.94

5.17

7.70

1.38 12

2.01 3.11

4.07

6.05

1.74

2.48 3.86

4.99

7.32

1.30 16

1.92 3.02

3.99

5.97

1.64

2.38 3.77

4.90

7.23

1.13 24

1.74 2.87

3.82

5.81

1.46

2.19 3.60

4.72

7.06

1.26 12

1.85 2.85

3.73

5.67

1.58

2.29 3.53

4.55

6.67

1.16 1.75 2.75 10 16

3.63

5.57

1.47

2.17 3.42

4.44

6.57

0.96 24

1.54 2.57

3.44

5.38

1.26

1.95 3.22

4.23

6.37

0.99 12

1.51 2.27

2.97

4.48

1.25

1.87 2.79

3.60

5.29

0.867 1.37 2.15 12 16

2.85

4.36

1.11

1.72 2.66

3.47

5.16

4.13

0.866 1.447 2.42

3.22

4.92

3.45

0.937

1.44 2.14

2.78

4.10

3.32

0.786 1.287 2.00

2.64

3.95

0.636 1.126 24

1.937

2.62

0.726 1.157 12

1.75

2.30

0.596 1.006 1.627 2.16 14 16 24

0.343 0.733 1.396 1.926

3.07

0.523 0.996 1.756 2.387

3.69

0.506 0.836 1.336 1.767 12

2.66

0.656 1.066 1.637 2.14

3.18

0.36 0.68 1.20 1.63 16 16

2.53

0.513 0.906 1.496 2.007

3.04

2.28

0.252 0.623 1.253 1.746

2.78

0.122 0.422 24

Wall

Spacing

Ht. (ft)

(in) o.c.

0.973 1.393

362S200-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

362S250-mils (Fy) -43 (33)

-54 (50)

-68 (50)

-97 (50)

2.25 3.28 5.18 12

6.68

9.57

3.71

5.82

7.76

11.05

2.17 3.20 5.10 16

6.60

9.50

3.62

5.73

7.67

10.98

2.01 3.03 4.94 24

6.45

9.36

3.45

5.56

7.50

10.83

2.10 3.07 4.79 12

6.17

8.84

3.52

5.46

7.17

10.24

2.00 2.96 4.69 16

6.07

8.75

3.40

5.35

7.06

10.14

1.80 2.76 4.49 24

5.88

8.58

3.18

5.14

6.85

9.96

1.93 2.84 4.37 12

5.61

8.06

3.29

5.08

6.54

9.36

1.81 2.71 4.25 10 16

5.49

7.95

3.15

4.95

6.40

9.25

1.57 2.47 4.01 24

5.27

7.74

2.89

4.69

6.15

9.03

1.56 2.32 3.45 12

4.44

6.42

2.74

4.06

5.21

7.53

1.40 2.16 3.30 12 16

4.30

6.28

2.55

3.90

5.05

7.38

1.126 1.86 3.03 24

4.03

6.02

2.22

3.59

4.74

7.11

1.18 1.81 2.64 12

3.43

5.00

2.15

3.12

4.05

5.91

1.016 1.637 2.48 14 16

3.27

4.84

1.95

2.94

3.87

5.75

2.99

4.56

1.596 2.627

0.84 1.36 2.01 12

2.66

3.91

1.63

0.676 1.186 1.866 16 16

2.50

3.76

1.426 2.227

3.477

1.066 1.906

2.646

0.706 1.316 2.196 6

0.383 0.863 1.586 2.216 24

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

362S162-mils (Fy)

3.54

5.45

2.40

3.15

4.67

2.97

4.50

4.19

Allowable Combined Axial and Bending Loads 5psf lateral load Wall

Spacing

Ht. (ft)

(in) o.c.

400S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-33 (33)

400S162-mils (Fy) -43 (33)

-54 (50)

-68 (50)

-97 (50)

1.61 12

2.31 3.67

4.98

6.49

2.03

2.87 4.62

6.18

9.12

1.55 16

2.25 3.61

4.91

6.44

1.96

2.80 4.55

6.11

9.05

1.42 24

2.12 3.49

4.78

6.34

1.82

2.66 4.42

5.97

8.92

1.52 12

2.20 3.49

4.79

6.43

1.91

2.72 4.37

5.85

8.60

1.44 16

2.12 3.42

4.70

6.37

1.82

2.63 4.28

5.76

8.52

1.28 24

1.95 3.27

4.54

6.23

1.65

2.46 4.11

5.59

8.35

1.41 12

2.07 3.28

4.49

6.36

1.77

2.56 4.08

5.47

8.00

1.31 1.97 3.19 10 16

4.38

6.27

1.67

2.45 3.97

5.36

7.90

1.12 24

1.77 3.00

4.18

6.09

1.46

2.23 3.77

5.14

7.69

1.16 12

1.76 2.77

3.75

5.64

1.46

2.17 3.41

4.54

6.65

1.03 1.62 2.64 12 16

3.61

5.51

1.32

2.02 3.27

4.39

6.51

0.806 1.367 2.40 24

3.35

5.25

1.067

1.74 3.01

4.12

6.24

0.907 12

1.41 2.22

2.96

4.44

1.14

1.75 2.71

3.57

5.25

0.756 1.257 2.08 14 16

2.80

1.58 2.55

3.41

5.09

0.493 0.966 1.816 2.527

0.656 1.086 1.74 12

2.30

0.503 0.916 1.596 2.147 16 16

Wall Ht. (ft)

0.232 0.613 1.326 1.866 24

Spacing (in) o.c.

4.29

0.986

4.01

0.706 1.266 2.277 3.10

3.47

0.846 1.357 2.12

3.31

0.686 1.176 1.967 2.61

3.96

3.03 6

0.393 0.853 1.676 2.316

3.667

400S200-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-43 (33)

2.78

4.80 4.12

400S250-mils (Fy) -54 (50)

-68 (50)

-97 (50)

2.42 3.55 5.77 12

7.63

11.06

3.96

6.27

8.67

12.78

2.34 3.48 5.70 16

7.56

10.99

3.88

6.19

8.59

12.71

2.19 3.32 5.54 24

7.41

10.85

3.72

6.04

8.43

12.57

2.28 3.37 5.43 12

7.19

10.39

3.79

6.03

8.28

12.02

2.19 3.27 5.33 16

7.10

10.30

3.69

5.93

8.17

11.93

2.00 3.08 5.14 24

6.91

10.13

3.48

5.73

7.96

11.74

2.13 12

3.16

5.04

6.70

9.65

3.60

5.70

7.78

11.18

2.01 3.04 10 16

4.92

6.58

9.54

3.47

5.57

7.64

11.07

1.79 24

2.81

4.69

6.34

9.33

3.22

5.33

7.38

10.84

1.79 12

2.69

4.19

5.57

8.03

3.14

4.92

6.50

9.36

1.63 2.53 12 16

4.03

5.41

7.88

2.96

4.74

6.32

9.20

1.35 2.22 24

3.74

5.11

7.59

2.62

4.41

5.97

8.90

1.43 12

2.19

3.32

4.39

6.37

2.58

3.92

5.15

7.51

2.00 1.257 14 16

3.14

4.21

6.20

2.37

3.71

4.95

7.32

0.926 1.657

2.82

3.88

5.89

1.987

3.35

4.57

6.98

1.71

2.60

3.42

5.03

2.04

3.07

4.04

5.96

0.896 1.517 16 16

2.41

3.24

4.85

1.817

2.86

3.82

5.76

4.52

1.416 2.496 3.447

5.41

1.07 12 7

0.563 1.166 2.096 2.917 24

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

Allowable Combined Axial and Bending Loads 5psf lateral load Combined Axial and Lateral Load Tables

Wall

Spacing

Ht. (ft)

(in) o.c.

550S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-97 (50)

550S162-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

1.78 2.52 3.86 12

5.10

7.53

2.39 3.38 5.63

7.45

11.32

1.73 2.49 3.83 16

5.07

7.50

2.34 3.33 5.58

7.41

11.28

1.64 2.41 3.76 24

5.01

7.44

2.24 3.23 5.49

7.32

11.19

1.74 2.49 3.83 12

5.07

7.50

2.32 3.31 5.55

7.41

11.27

1.68 2.44 3.79 16

5.03

7.46

2.26 3.24 5.49

7.35

11.22

1.57 2.34 3.70 24

4.95

7.38

2.13 3.12 5.38

7.24

11.10

1.69 2.45 3.80 12

5.04

7.47

2.25 3.22 5.41

7.35

11.22

1.62 2.38 3.74 10 16

4.98

7.41

2.16 3.14 5.34

7.27

11.14

1.48 2.26 3.63 24

4.87

7.31

2.00 2.99 5.19

7.12

10.99

1.58 2.34 3.70 12

4.94

7.37

2.05 3.00 5.04

6.87

11.04

1.48 2.25 3.61 12 16

4.86

7.29

1.93 2.89 4.93

6.76

10.91

1.28 2.06 3.44 24

4.69

7.12

1.71 2.68 4.71

6.54

10.66

1.43 2.21 3.56 12

4.80

7.23

1.81 2.72 4.54

6.23

10.00

1.29 2.07 3.44 14 16

4.68

7.10

1.66 2.57 4.39

6.07

9.83

1.03 1.82 3.20

4.44

6.85

1.37 2.29 4.11

5.78

9.49

1.21 1.95 3.23 12

4.55

7.01

1.53 2.39 3.95

5.45

8.76

1.04 1.78 3.07 16 16

4.38

6.82

1.35 2.20 3.77

5.26

8.54

0.746 1.477 2.77 24

4.05

6.47

1.026

1.87 3.43

4.90

8.12

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

-68 (50)

Allowable Combined Axial and Bending Loads 5psf lateral load

Allowable Heights Combined For Non-Axial Axial and Load LateralBearing Load Tables Wall Wall

Spacing

Ht. (ft)

(in) o.c.

600S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-33 (33)

600S162-mils (Fy)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

1.77 2.51 3.81 12

5.05

7.54

2.42 3.40 5.61

7.45

11.39

1.73 2.47 3.78 16

5.02

7.52

2.37 3.35 5.57

7.41

11.35

1.65 2.39 3.72 24

4.96

7.46

2.28 3.27 5.49

7.33

11.28

1.74 2.47 3.78 12

5.02

7.52

2.38 3.36 5.57

7.41

11.35

1.69 2.43 3.74 16

4.98

7.48

2.32 3.30 5.52

7.36

11.31

1.59 2.33 3.66 24

4.90

7.41

2.20 3.19 5.42

7.26

11.21

1.70 2.44 3.75 12

4.99

7.49

2.33 3.31 5.53

7.37

11.31

1.63 2.37 3.70 10 16

4.94

7.44

2.25 3.24 5.46

7.30

11.25

1.51 2.25 3.59 24

4.83

7.36

2.10 3.11 5.33

7.17

11.12

1.60 2.34 3.66 12

4.90

7.41

2.17 3.15 5.35

7.25

11.19

1.51 2.25 3.59 12 16

4.82

7.34

2.06 3.05 5.25

7.15

11.09

1.33 2.07 3.43 24

4.67

7.21

1.85 2.85 5.05

6.95

10.89

1.48 2.22 3.55 12

4.79

7.31

1.95 2.91 4.93

6.77

10.96

1.36 2.09 3.44 14 16

4.67

7.20

1.81 2.78 4.80

6.63

10.80

1.11 1.85 3.21

4.45

7.00

1.54 2.51 4.53

6.35

10.49

1.34 2.07 3.40 12

4.63

7.15

1.71

2.62

4.41

6.10

9.89

1.18 1.90 3.24 16 16

4.46

7.00

1.53

2.45

4.24

5.91

9.68

1.59 2.95 0.876 24

4.16

6.71

1.207

2.12

3.91

5.57

9.28

Wall Ht. (ft)

Spacing (in) o.c.

600S200-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-43 (33)

600S250-mils (Fy) -54 (50)

-68 (50)

-97 (50)

2.86 4.31 7.46 12

9.97

15.65

4.65

7.64

11.05

18.28

2.81 4.26 7.41 16

9.93

15.60

4.60

7.59

11.00

18.22

2.72 4.16 7.31 24

9.83

15.51

4.50

7.50

10.90

18.12

2.80 4.23 7.31 12

9.79

15.39

4.57

7.51

10.85

17.92

2.74 4.16 7.25 16

9.73

15.33

4.50

7.44

10.78

17.85

2.62 4.03 7.12 24

9.61

15.20

4.37

7.32

10.64

17.72

2.73 4.13 7.14 12

9.58

15.07

4.47

7.35

10.60

17.49

2.65 4.05 7.05 10 16

9.50

14.99

4.39

7.27

10.52

17.40

2.50 3.88 6.89 24

9.35

14.83

4.23

7.11

10.35

17.23

2.55 3.88 6.67 12

9.00

14.21

4.24

6.94

10.00

16.41

2.44 3.76 6.55 12 16

8.89

14.09

4.11

6.82

9.87

16.28

2.22 3.53 6.31 24

8.66

13.85

3.88

6.59

9.62

16.02

2.32 3.56 6.07 12

8.26

13.08

3.94

6.46

9.26

15.07

2.17 3.40 5.91 14 16

8.10

12.91

3.77

6.29

9.08

14.88

1.89 3.09 5.59

7.79

12.58

3.45

5.98

8.73

14.52

2.05 3.18 5.38 12

7.38

11.74

3.59

5.96

8.44

13.53

1.87 2.98 5.18 16 16

7.17

11.52

3.38

5.75

8.21

13.29

1.52 2.61 4.79 24

6.79

11.09

2.98

5.34

7.76

12.82

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

Allowable Combined Axial and Bending Loads 5psf lateral load Combined Axial and Lateral Load Tables

Wall

Spacing

Ht. (ft)

(in) o.c.

800S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-97 (50)

800S162-mils (Fy)

-33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

1.71 2.43 3.57 12

4.74

7.21

2.39 3.35 5.43

7.25

11.25

1.68 2.40 3.55 16

4.72

7.19

2.36 3.32 5.40

7.22

11.23

1.63 2.35 3.50 24

4.68

7.16

2.29 3.26 5.35

7.16

11.17

1.69 2.40 3.55 12

4.73

7.20

2.37 3.33 5.41

7.22

11.23

1.65 2.37 3.52 16

4.70

7.17

2.32 3.29 5.37

7.19

11.20

1.58 2.30 3.47 24

4.65

7.12

2.24 3.21 5.30

7.12

11.13

1.66 2.38 3.53 12

4.71

7.18

2.33 3.30 5.38

7.19

11.20

1.62 2.34 3.49 10 16

4.67

7.15

2.28 3.25 5.33

7.15

11.16

1.53 2.26 3.43 24

4.61

7.09

2.18 3.15 5.24

7.06

11.07

1.60 2.32 3.48 12

4.66

7.13

2.26 3.22 5.31

7.13

11.14

1.54 2.26 3.43 12 16

4.61

7.09

2.18 3.25 5.33

7.06

11.07

1.41 2.14 3.33 24

4.51

7.00

2.03 3.00 5.11

6.93

10.94

1.53 2.25 3.42 12

4.60

7.08

2.17 3.13 5.22

7.04

11.05

1.44 2.16 3.35 14 16

4.53

7.01

2.06 3.03 5.13

6.94

10.95

1.27 2.00 3.21

4.40

6.88

1.85 2.83 4.94

6.76

10.76

1.44 2.16 3.34 12

4.52

7.00

1.44 2.16 3.34

4.52

7.00

1.32 2.05 3.25 16 16

4.43

6.91

1.32 2.05 3.25

4.43

6.91

1.10 1.83 3.06 24

4.25

6.74

1.10 1.83 3.06

4.25

6.74

Wall

Spacing

Ht. (ft)

(in) o.c.

800S200-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-43 (33)

800S250-mils (Fy) -54 (50)

-68 (50)

-97 (50)

2.97 4.47 7.74 12

10.29

15.98

4.89

8.17

11.80

19.77

2.93 4.44 7.71 16

10.25

15.95

4.86

8.14

11.76

19.73

2.86 4.36 7.64 24

10.19

15.88

4.78

8.06

11.69

19.66

2.94 4.44 7.71 12

10.26

15.95

4.85

8.10

11.72

19.65

2.89 4.39 7.67 16

10.21

15.91

4.80

8.06

11.68

19.60

2.80 4.30 7.57 24

10.13

15.83

4.70

7.97

11.58

19.51

2.90 4.41 7.68 12

10.22

15.92

4.79

8.02

11.63

19.51

2.85 1.35 7.62 10 16

10.17

15.87

4.73

7.97

11.57

19.45

2.73 4.23 7.50 24

10.06

15.76

4.61

7.85

11.45

19.33

2.82 4.32 7.59 12

10.01

15.84

4.66

7.81

11.39

19.12

2.74 4.23 7.50 12 16

10.06

15.76

4.57

7.73

11.29

19.03

2.57 4.06 7.32 24

9.90

15.60

4.39

7.56

11.11

18.84

2.69 4.16 7.36 12

9.96

15.72

4.48

7.52

10.99

18.47

2.58 4.04 7.24 14 16

9.84

15.61

4.36

7.40

10.86

18.34

2.35 3.80 6.99

9.61

15.38

4.12

7.17

10.60

18.08

2.52 3.93 6.95 12

9.45

15.15

4.26

7.15

10.42

17.49

2.37 3.77 6.78 16 16

9.30

15.00

4.10

6.99

10.25

17.32

2.09 3.46 6.46 24

9.00

14.68

3.78

6.69

9.92

16.97

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

-68 (50)

Allowable Combined Axial and Bending Loads 5psf lateral load Combined Axial and Lateral Load Tables

Wall

Spacing

Ht. (ft)

(in) o.c.

1000S162-mils (Fy) -43 (33)

-54 (50)

1000S200-mils (Fy)

-68 (50)

-97 (50)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-43 (33)

1000S250-mils (Fy)

-54 (50)

-68 (50)

-97 (50)

3.28 5.20 12

6.95 10.86

4.44

7.60

10.10

15.78

4.96

8.27

11.91

19.91

3.25 5.18 16

6.93 10.84

4.41

7.57

10.07

15.75

4.93

8.24

11.88

19.88

3.20 5.14 24

6.89 10.80

4.35

7.52

10.02

15.70

4.87

8.18

11.82

19.82

7.58

10.08

15.75

4.93

8.24

11.89

19.88

3.26 5.19 12

6.93 10.84

4.41

3.22 5.16 16

6.91 10.82

4.38

7.54

10.05

15.72

4.89

8.21

11.85

19.85

3.16 5.10 24

6.86 10.77

4.30

7.47

9.98

15.66

4.82

8.13

11.78

19.77

3.23 5.16 12

6.92 10.82

4.39

7.55

10.05

15.73

4.90

8.22

11.86

19.85

3.19 5.13 10 16

6.88 10.79

4.34

7.51

10.01

15.69

4.86

8.17

11.81

19.81

3.12 5.06 24

6.82 10.73

4.25

7.42

9.93

15.61

4.76

8.08

11.72

19.72

3.18 5.12 12

6.87 10.78

4.32

7.49

9.99

15.67

4.84

8.15

11.79

19.79

3.12 5.07 12 16

6.82 10.73

4.26

7.42

9.93

15.61

4.77

8.08

11.72

19.72

7.29

9.81

15.49

4.63

7.95

11.58

19.58

3.01 4.97 24

6.72 10.64

4.13

3.11 5.06 12

6.81 10.72

4.25

7.41

9.92

15.59

4.73

8.03

11.68

19.70

3.04 4.99 14 16

6.74 10.66

4.15

7.32

9.83

15.51

4.64

7.93

11.58

19.60

2.88 4.85

6.61 10.53

3.97

7.14

9.65

15.33

4.45

7.75

11.39

19.41

3.04 4.98 12

6.74 10.65

4.15

7.31

9.82

15.50

4.59

7.80

11.42

19.37

2.93 4.89 16 16

6.65 10.57

4.03

7.19

9.70

15.38

4.46

7.68

11.29

19.24

2.73 4.71 24

6.47 10.39

3.79

6.95

9.46

15.14

4.21

7.44

11.03

18.97

Wall

Spacing

Ht. (ft)

(in) o.c.

1200S162-mils (Fy) -54 (50)

-68 (50)

-97 (50)

1200S200-mils (Fy) -54 (50)

-68 (50)

-97 (50)

1200S250-mils (Fy)

-68 (50)

-97 (50)

4.95 6.63 12

10.38

6.69 9.66

15.46 7

11.11

19.49

4.93 6.61 16

10.36

6.67 9.64

15.44 7

11.09

19.47

4.90 6.58 24

10.33

6.63 9.60

15.40 7

11.04

19.42

4.94 6.61 12

10.36

6.67 9.64

15.45 7

11.09

19.47

4.92 6.59 16

10.34

6.65 9.62

15.42

11.06

19.44

4.87 6.55 24

10.31

6.60 6.56

15.37 7

11.00

19.38

4.92 6.60 12

10.35

6.65 9.62

15.43 7

11.07

19.45

4.89 6.57 10 16

10.33

6.62 9.59

15.39 7

11.03

19.41

4.84 6.52 24

10.28

6.56 9.53

15.33

10.96

19.33

4.89 6.56 12

10.32

6.61 9.58

15.38 7

11.02

19.39

4.85 6.52 12 16

10.28

6.57 9.53

15.33 7

10.97

19.34

4.77 6.45 24

10.21

6.48 9.43

15.24 7

10.86

19.23

4.84 6.52 12

10.27

6.57 9.52

15.33

10.96

19.33

4.79 6.47 14 16

10.23

6.51 9.45

15.26 7

10.88

19.25

4.68 6.36

10.13

6.38 9.32

15.01 7

10.74

19.09

4.79 6.47 12

10.23

6.51 9.45

15.26 7

10.88

19.24

4.71 6.40 16 16

10.16

6.43 9.36

15.17

10.79

19.14

4.57 6.26 24

10.03

6.27 9.18

14.99 7

10.59

18.93

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

Allowable Combined Axial and Bending Loads 15psf lateral load

Allowable Heights For Non-Axial Load Bearing Wall Wall Ht. (ft)

Spacing (in) o.c.

250S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-97 (50)

-33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

0.54 0.97 12

1.58

2.19

3.55

0.75 1.26

1.96

2.63

4.10

0.376 0.796 1.437 16

2.03

3.35

0.566 1.067 1.80

2.47

3.90

0.063 0.476 1.176 24

0.223 0.716

1.516

2.167

3.54

0.36 0.73 1.30 12

1.81

0.53 0.97 1.61

2.19

3.40

0.183 0.546 1.146 16

1.646

2.70

0.336 0.776 1.446

2.017

3.19

0.002 0.213 24

0.853

2.326

0.003 0.413 1.136

1.686

2.817

0.203 0.536 12

1.046

1.486

2.36

0.343 0.726 1.316

1.807

2.81

0.022 0.343 0.883 10 16

1.306

2.156

0.143 0.523 1.136

1.616

2.597

1.746

1.336

2.99 2.91

0.00 0.01 0.59 24

0.99

0.00 0.16 0.81

1.27

2.206

0.002 0.222 0.643 12

0.953

1.556

0.062 0.353 0.833

1.196

1.906

0.002 0.032 0.482 12 16

0.783

1.353

0.002 0.152 0.653

1.003

1.686

1.78

0.00 0.00 0.20 24

0.48

1.00

0.00 0.00 0.35

0.67

1.313

0.00 0.01 0.36 12

0.59

1.02

0.00 0.11 0.50

0.77

1.283

0.001 0.001 0.212 14 16

0.432

0.832

0.001 0.002 0.332

0.592

1.083

0.001 0.001 0.001

0.151

0.522

0.001 0.001 0.051

0.292

0.742

0.00 0.00 0.18 12

0.35

0.66

0.00 0.00 0.27

0.48

0.862

0.00 0.00 0.04 16 16

0.20

0.49

0.00 0.00 0.12

0.32

0.682

0.001 0.001 0.001 24

0.001

0.211

0.001 0.001 0.001

0.041

0.371

1 1

Wall

Spacing

Ht. (ft)

(in) o.c.

2 1

350S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-33 (33)

2 2

350S162-mils (Fy) -43 (33)

-54 (50)

-68 (50)

-97 (50)

1.04 1.64 2.79 12

3.74

5.63

1.37 2.10 3.56

4.66

7.08

0.85 1.45 2.61 16

3.56

5.46

1.16 1.89 3.36

4.46

6.88

0.507 1.07 2.27 24

3.21

5.12

0.78 1.49 2.99

4.08

6.51

0.84 1.41 2.46 12

3.35

5.36

1.13 1.82 3.14

4.16

6.38

0.627 1.18 2.25 16

3.13

5.14

0.90 1.57 2.91

3.92

6.14

0.236 0.756 24

2.71

4.71

0.466 1.117 2.48

3.48

5.70

0.647 1.17 2.12 12

2.92

4.73

0.90 1.53 2.71

3.63

5.64

0.406 0.917 1.89 10 16

2.67

4.47

0.646 1.25 2.45

3.37

5.37

0.003 0.446 1.466 24

2.217

4.00

0.176 0.746 1.997

2.88

4.87

0.286 0.706 1.487 12

1.867

2.09

3.46

0.476 0.986 1.907

2.62

4.17

0.023 0.416 1.226 12 16

1.826

3.18

0.183 0.676 1.626

2.337

3.88

0.002 0.003 0.773 24

1.346

2.686

0.002 0.133 1.133

1.816

3.346

0.003 0.323 0.966 12

1.436

3.03

2.487

0.133 0.533 1.276

1.836

0.002 0.042 0.713 14 16

1.163

2.206

0.002 0.223 1.003

1.546

2.736

0.002 0.002 0.282

0.702

1.713

0.002 0.002 0.532

1.043

2.216

0.002 0.052 0.593 12

0.953

1.766

0.002 0.202 0.823

1.266

2.206

0.00 0.00 0.35 16 16

0.70

1.50

0.262

1.052

0.001 0.001 0.002 24

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

-68 (50)

250S162-mils (Fy)

0.00 0.00 0.57

0.98

1.916

0.001 0.002 0.132

0.512

1.423

Allowable Combined Axial and Bending Loads 15psf lateral load Combined Axial and Lateral Load Tables

Wall

Spacing

Ht. (ft)

(in) o.c.

362S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-33 (33)

362S162-mils (Fy) -43 (33)

-54 (50)

-68 (50)

-97 (50)

1.09 1.72 2.95 12

3.98

5.78

1.44 2.20 3.74

4.96

7.50

0.91 1.53 2.77 16

3.80

5.61

1.23 1.99 3.55

4.76

7.31

0.567 1.16 2.43 24

3.44

5.30

0.85 1.59 3.17

4.38

6.93

0.90 1.49 2.64 12

3.59

5.58

1.21 1.93 3.35

4.47

6.82

0.68 1.26 2.43 16

3.37

5.37

0.97 1.68 3.12

4.23

6.58

0.286 0.837 2.03 24

2.94

4.95

0.536 1.21 2.68

3.77

6.13

0.707 1.25 2.31 12

3.16

5.10

0.97 1.64 2.94

3.94

6.08

0.466 0.997 2.07 10 16

2.91

4.84

0.717 1.36 2.67

3.66

0.023 0.516 1.626 2.447 24

4.35

0.236 0.846 2.187 3.15

0.336 0.786 1.637 2.30 12

3.80

0.536 1.087 2.10

0.06 0.48 1.36 2.02 12 16

3.51

0.243 0.766 1.816 2.587

4.27

2.88

5.81 5.30 4.58

0.002 0.003 0.893 1.516 24

2.996

0.002 0.203 1.296 2.036

3.707

0.033 0.383 1.086 1.606 12

2.747

0.183 0.616 1.426 2.036

3.35

0.002 0.083 0.823 1.316 14 16

2.456

0.002 0.293 1.143 1.736

3.036

0.00 0.00 0.35 0.82

1.94

0.002 0.002 0.642 1.193

2.486

0.002 0.092 0.683 1.073 12

1.976

0.002 0.263 0.933 1.416

2.446

0.002 0.002 0.422 0.803 16 16

1.693

0.002 0.002 0.662 1.123

2.146

0.00 0.00 0.00 0.34 24

1.21

0.00 0.00 0.19 0.62

1.623

Wall

Spacing

Ht. (ft)

(in) o.c.

362S200-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

362S250-mils (Fy) -43 (33)

-54 (50)

-68 (50)

-97 (50)

1.77 2.79 4.71 12

6.22

9.15

3.19

5.32

7.25

10.62

1.55 2.56 4.49 16

6.01

8.95

2.95

5.08

7.01

10.41

1.13 2.13 4.06 24

5.58

8.55

2.48

4.62

6.53

9.99

1.51 2.47 4.21 12

5.60

8.32

2.87

4.84

6.54

9.69

1.25 2.19 3.94 16

5.34

8.07

2.57

4.55

6.24

9.43

0.777 1.68 3.44 24

4.84

7.59

2.01

4.00

5.68

8.92

1.25 2.13 3.69 12

4.95

7.44

2.51

4.33

5.79

8.71

0.95 1.82 3.38 10 16

4.65

7.15

2.17

3.99

5.45

8.40

0.426 1.257 2.83 24

4.09

6.60

1.54

3.37

4.82

7.82

0.746 1.46 2.65 12

3.66

5.66

1.77

3.17

4.32

6.72

1.377

2.79

3.93

6.35

0.416 1.116 2.327 3.32 5.32 12 16

0.676 2.126 3.257

5.69

4.19

1.126 2.207

3.11

5.03

0.003 0.543 1.496 2.286 14 16

3.857

0.716 1.826 2.727

4.66

0.00 0.00 0.92 1.69

3.24

0.013 1.173 2.056

6 3.99

0.012 0.463 1.226 1.856 12

3.107

0.613 1.496 2.226

3.77

0.002 0.122 0.913 1.533 16 16

2.776

0.223 1.143 1.856

6 3.41

0.00 0.00 0.38 0.97 24

2.20

0.00 0.53 1.21

6 2.77

0.003 0.496 1.736 2.726 24

0.323 0.906 1.826 2.617 12

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

4.72

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

Allowable Combined Axial and Bending Loads 15psf lateral load Allowable Heights Combined For Non-Axial Axial and Load LateralBearing Load Tables Wall Wall

Spacing

Ht. (ft)

(in) o.c.

400S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-97 (50)

-33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

1.24 1.92 3.32 12

4.60

6.20

1.62 2.45 4.22

5.77

8.73

1.06 1.74 3.14 16

4.41

6.05

1.42 2.25 4.04

5.57

8.54

0.72 1.38 2.81 24

4.06

5.77

1.05 1.86 3.67

5.18

8.17

1.05 1.71 3.05 12

4.30

6.04

1.40 2.20 3.87

5.33

8.11

0.84 1.49 2.83 16

4.07

5.84

1.17 1.95 3.64

5.08

7.87

0.447 1.06 2.43 24

3.63

5.47

0.737 1.49 3.20

4.61

7.41

0.86 1.49 2.74 12

3.89

5.83

1.17 1.93 3.48

4.83

7.40

0.627 1.22 2.49 10 16

3.62

5.59

0.90 1.64 3.21

4.54

7.12

0.176 0.746 2.037 24

3.11

5.12

0.416 1.127 2.70

3.99

6.58

0.486 1.017 2.08 12

2.99

4.90

0.727 1.37 2.65

3.73

5.87

2.67

4.57

0.416 1.036 2.337

3.38

5.52

0.003 0.143 1.256 2.096 24

3.987

0.003 0.436 1.756

2.766

4.88

0.153 0.586 1.466 12

3.64

0.336 0.866 1.896

2.70

4.40

0.00 0.25 1.15 1.82 14 16

3.30

0.013 0.506 1.566

2.356

4.04

0.002 0.002 0.623 1.243

2.706

0.002 0.003 0.983

1.726

3.406

0.002 0.233 0.973 1.496 12

2.666

0.033 0.443 1.306

1.926

3.267

0.002 0.002 0.673 1.173 16 16

2.346

0.002 0.093 0.983

1.586

2.916

0.00 0.00 0.16 0.62 24

1.77

0.00 0.00 0.42

0.98

2.303

0.196 0.706 1.787 12 16

Wall

Spacing Ht. (ft)

2.157 6

400S200-mils (Fy) (in) o.c.

-33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

400S250-mils (Fy) -43 (33)

-54 (50)

-68 (50)

1.97 3.10 5.32 7.19 12

10.65

3.48

5.81

8.19

12.36

1.76 2.88 5.10 6.97 16

10.45

3.25

5.59

7.95

12.15

1.35 2.46 4.68 6.55 24

10.06

2.81

5.16

7.49

11.73

1.73 2.80 4.86 6.63 12

9.87

3.19

5.44

7.65

11.47

1.47 2.53 4.59 6.36 16

9.62

2.90

5.16

7.35

11.21

0.99 2.03 4.09 5.84 24

9.14

2.36

4.62

6.78

10.70

1.47 2.48 4.36 6.01 12

9.01

2.86

4.98

7.01

10.51

1.18 2.17 4.05 5.69 10 16

8.71

2.52

4.64

6.65

10.19

0.647 1.59 3.47 5.09 24

8.14

1.90

4.02

5.98

9.59

0.967 1.81 3.33 4.69 12

7.19

2.17

3.95

5.50

8.47

0.616 1.447 2.96 4.31 12 16

6.82

1.75

3.54

5.07

8.07

0.003 0.786 2.316 3.627 24

6.14

1.016 2.807

4.29

7.33

0.506 1.216 2.397 3.44 12

5.45

1.487

2.87

4.07

6.51

0.143 0.816 2.016 3.057 14 16

5.06

1.036 2.447

3.62

6.08

4.376

0.263 1.696

2.836

5.317

0.143 0.716 1.676 2.486 12

4.09

0.906 2.016

2.957

4.93

0.002 0.323 1.303 2.106 16 16

3.716

0.463 1.606

2.526

4.517

0.00 0.00 0.68 1.45 24

3.04

0.00 0.89

1.77

3.766

0.002 0.133 1.363 2.366

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

-68 (50)

400S162-mils (Fy)

Allowable Combined Axial and Bending Loads 15psf lateral load Wall

Spacing

Ht. (ft)

(in) o.c.

550S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-33 (33)

550S162-mils (Fy) -43 (33)

-54 (50)

-68 (50)

-97 (50)

1.51 2.29 3.66 4.91 7.35 12

2.08 3.09 5.36 7.19 11.06

1.39 2.17 3.56 4.81 7.25 16

1.93 2.95 5.22 7.06 10.93

1.13 1.94 3.36 4.62 7.07 24

1.64 2.68 4.96 6.80 10.67

1.40 2.19 3.57 4.82 7.26 12

1.94 2.94 5.20 7.07 10.93

1.24 2.04 3.44 4.70 7.14 16

1.75 2.77 5.03 6.90 10.76

0.93 1.75 3.19 4.45 6.90 24

1.38 2.42 4.69 6.56 10.42

1.28 2.07 3.46 4.71 7.15 12

1.77 2.77 4.97 6.90 10.77

1.08 1.88 3.30 4.56 7.00 10 16

1.54 2.56 4.76 6.69 10.55

0.70 1.53 2.98 4.25 6.69 24

1.10 2.14 4.35 6.26 10.11

0.99 1.79 3.20 4.45 6.88 12

1.39 2.36 4.40 6.22 10.30

0.72 1.53 2.96 4.21 6.64 12 16

1.08 2.07 4.10 5.91 9.96

6.18

0.527 1.51 3.54

4.09

6.50

0.97 1.90 3.71 5.36 9.00

0.346 1.127 2.54 14 16

3.77

6.16

0.616 1.53 3.34

4.97

0.003 0.526 1.956

3.167

5.52

0.006 0.866 2.667

4.24

7.72

0.336 1.067 2.36 12

3.61

5.98

0.586 1.427 2.98

4.42

7.55

0.003 0.686 1.996 16 16

3.217

5.54

0.186 1.006 2.577

3.97

7.03

0.002 0.013 1.336 24

2.496

4.747

0.003 0.283 1.836

3.186

0.226 1.047 2.51 24

0.67 1.46 2.86 12 7

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

3.76

5.32

9.29 8.55

6.107

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

Allowable Combined Axial and Bending Loads 15psf lateral load

Allowable Heights Combined For Non-Axial Axial and Load LateralBearing Load Tables Wall Wall

Spacing

Ht. (ft)

(in) o.c.

600S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-97 (50)

-33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

1.54 12

2.28

3.62

4.86

7.38

2.14

3.14

5.37

7.22

11.17

1.42 16

2.17

3.53

4.77

7.30

2.00

3.02

5.25

7.10

11.06

1.19 24

1.95

3.34

4.58

7.14

1.73

2.77

5.02

6.87

10.83

1.44 12

2.18

3.54

4.78

7.31

2.02

3.03

5.26

7.11

11.06

1.29 16

2.04

3.41

4.66

7.21

1.85

2.87

5.11

6.96

10.91

1.01 24

1.76

3.17

4.42

7.00

1.51

2.56

4.81

6.67

10.62

1.33 12

2.07

3.44

4.68

7.22

1.89

2.91

5.14

6.98

10.93

1.15 1.90 10 16

3.28

4.53

7.09

1.67

2.71

4.94

6.79

10.74

0.80 24

1.55

2.98

4.23

6.83

1.26

2.32

4.57

6.42

10.37

1.07 12

1.81

3.20

4.44

7.00

1.54

2.56

4.76

6.66

10.59

0.82 1.56 12 16

2.97

4.21

6.80

1.25

2.28

4.48

6.37

10.29

0.357 1.08 24

2.54

3.78

6.41

0.70

1.75

3.94

5.82

9.73

0.78 12

1.50

2.89

4.12

6.70

1.15

2.13

4.15

5.95

10.05

0.467 1.17 14 16

2.59

3.81

6.42

0.79

1.78

3.78

5.58

9.63

2.027

3.22

5.87

0.146 1.127

3.11

4.87

8.83

2.53

3.73

6.31

0.757

1.67

3.45

5.08

8.73

0.09 0.76 16 16

2.15

3.33

5.92

0.356 1.267

3.03

4.63

8.21

0.003 0.056 24

1.476

2.616

0.003 0.516

2.286

3.827

0.006 0.576

0.466 12 6

Wall

Spacing

Ht. (ft)

(in) o.c.

1.16 6

5.21

600S200-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

7.28

600S250-mils (Fy)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

2.57 4.01 7.16 12

9.69

15.37

4.34 7.35 10.74 17.96

2.43 3.86 7.01 16

9.55

15.23

4.19 7.21 10.58 17.81

2.15 3.56 6.71 24

9.27

14.95

3.89

2.43 3.84 6.92 12

9.43

15.02

4.17 7.13 10.44 17.51

2.26 3.65 6.73 16

9.25

14.84

3.98 6.95 10.24 17.31

1.90 3.27 6.35 24

8.89

14.48

3.60 6.58 9.84 16.91

2.28 3.65 6.65 12

9.12

14.60

3.98 6.88 10.09 16.97

2.06 3.41 6.41 10 16

8.89

14.37

3.74 6.65 9.84 16.72

1.63 2.96 5.94 24

8.45

13.91

3.28 6.20 9.35 16.22

1.91 3.19 5.96 12

8.33

13.52

3.53 6.25 9.24 15.63

1.60 2.86 5.63 12 16

8.00

13.16

3.19 5.93 8.88 15.26

1.03 2.24 4.98 24

7.37

12.50

2.55 5.29 8.18 14.53

1.49 2.65 5.14 12

7.34

12.10

3.00 5.53 8.23 13.99

1.11 2.24 4.71 14 16

6.92

11.64

2.57 5.10 7.75 13.49

0.426 1.48 3.92

6.12

10.77

1.76 4.30 6.85 12.53

1.05 2.09 4.25 12

6.25

10.49

2.43 4.78 7.14 12.16

0.626 1.62 3.76 16 16

5.75

9.94

1.92 4.26 6.56 11.55

8.92

1.006

0.006 0.766 2.887 24

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

4.84

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

-68 (50)

600S162-mils (Fy)

6.92

3.327

10.27

17.50

5.51 10.43

Allowable Combined Axial and Bending Loads 15psf lateral load

Allowable Heights Combined For Non-Axial Axial and Load LateralBearing Load Tables Wall Wall

Spacing

Ht. (ft)

(in) o.c.

800S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-33 (33)

800S162-mils (Fy)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

1.55 2.27 3.14 12

4.62

7.10

2.20 3.17 5.26

7.08

11.09

1.46 2.19 3.38 16

4.56

7.04

2.10 3.07 5.18

7.00

11.01

1.30 2.03 3.25 24

4.44

6.93

1.90 2.89 5.01

6.83

10.85

1.48 2.20 3.39 12

4.57

7.05

2.12 3.09 5.19

7.01

11.02

1.37 2.10 3.31 16

4.49

6.98

1.99 2.97 5.08

6.90

10.92

1.17 1.91 3.14 24

4.34

6.83

1.75 2.73 4.87

6.69

10.71

1.40 2.13 3.33 12

4.51

6.99

2.02 3.00 5.11

6.93

10.94

1.27 2.01 3.22 10 16

4.42

6.90

1.87 2.85 4.97

6.80

10.81

1.02 1.76 3.02 24

4.22

6.72

1.57 2.56 4.70

6.53

10.55

1.22 1.96 3.18 12

4.37

6.86

1.81 2.79 4.91

6.73

10.74

1.04 1.78 3.03 12 16

4.23

6.72

1.59 2.57 4.71

6.53

10.55

0.68 1.43 2.74 24

3.95

6.45

1.16 2.15 4.31

6.14

10.16

1.01 1.75 3.00 12

4.20

6.69

1.55 2.53 4.65

6.48

10.48

0.77 1.51 2.80 14 16

4.00

6.50

1.25 2.24 4.38

6.20

10.20

0.29 1.04 2.40

3.61

6.12

0.69 1.68 3.84

5.66

9.65

0.77 1.51 2.79 12

3.99

6.48

1.25 2.23 4.35

6.16

10.14

0.46 1.20 2.53 16 16

3.73

6.22

0.88 1.86 3.98

5.80

9.77

0.006 0.61 2.02 24

3.22

5.73

0.197

1.15 3.29

5.09

9.03

Wall

Spacing

Ht. (ft)

(in) o.c.

800S200-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-43 (33)

800S250-mils (Fy) -54 (50)

-68 (50)

-97 (50)

2.75 4.25 12

7.53

10.09

15.79

4.67

7.96

11.57

19.55

2.65 4.14 16

7.42

9.99

15.70

4.55

7.85

11.46

19.44

2.44 3.93 24

7.21

9.80

15.51

4.33

7.63

11.23

19.21

2.67 4.16 12

7.44

10.00

15.71

4.56

7.83

11.43

19.36

2.53 4.02 16

7.30

9.88

15.59

4.41

7.69

11.28

19.22

2.27 3.74 24

7.02

9.63

15.35

4.13

7.42

10.99

18.93

2.57 4.06 12

7.33

9.90

15.61

4.43

7.68

11.26

19.14

2.40 3.88 10 16

7.15

9.75

15.46

4.25

7.51

11.08

18.96

2.07 3.54 24

6.81

9.43

15.16

3.90

7.17

10.71

18.60

2.33 3.80 12

7.06

9.66

15.37

4.13

7.30

10.84

18.57

2.09 3.55 12 16

6.81

9.42

15.14

3.87

7.05

10.57

18.30

1.63 3.05 24

6.30

8.95

14.68

3.37

6.56

10.03

17.76

2.03 3.45 12

6.63

9.27

15.04

3.76

6.82

10.22

17.69

1.71 3.11 14 16

6.28

8.94

14.71

3.42

6.48

9.85

17.31

1.10 2.46

5.59

8.29

14.05

2.74

5.82

9.12

16.56

1.68 3.02 12

6.00

8.55

14.22

3.33

6.24

9.42

16.46

1.28 2.59 16 16

5.55

8.12

13.78

2.89

5.81

8.94

15.96

0.54 1.79 24

4.71

7.30

12.92

2.06

4.98

8.03

15.00

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

Allowable Combined Axial and Bending Loads 15psf lateral load Wall

Spacing

Ht. (ft)

(in) o.c.

1000S162-mils (Fy) -43 (33)

-54 (50)

-68 (50)

-97 (50)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-43 (33)

1000S250-mils (Fy) -54 (50)

-68 (50)

-97 (50)

3.13 5.07 6.83 10.74 12

4.27 7.43 9.94 15.62

4.78 8.10 11.74 19.74

3.06 5.01 6.77 10.68 16

4.18 7.35 9.86 15.55

4.69 8.01 11.65 19.65

2.91 4.88 6.64 10.57 24

4.01 7.19 9.71 15.39

4.51 7.84 11.47 19.48

3.07 5.02 6.78 10.69 12

4.20 7.37 9.88 15.56

4.70 8.03 11.66 19.67

2.98 4.94 6.70 10.62 16

4.09 7.26 9.78 15.46

4.59 7.92 11.55 19.56

2.79 4.77 6.54 10.47 24

3.87 7.05 9.57 15.27

4.36 7.70 11.32 19.34

3.00 4.96 6.72 10.64 12

4.12 7.29 9.80 15.48

4.62 7.95 11.58 19.58

2.89 4.86 6.62 10.54 10 16

3.98 7.16 9.68 15.36

4.48 7.81 11.44 19.45

2.66 4.65 6.43 10.36 24

3.71 6.90 9.42 15.12

4.20 7.54 11.16 19.18

2.84 4.82 6.58 10.53 12

3.93 7.10 9.62 15.31

4.42 7.75 11.37 19.38

2.68 4.67 6.44 10.37 12 16

3.73 6.91 9.43 15.12

4.22 7.56 11.16 19.18

2.35 4.37 6.15 10.09 24

3.35 6.53 9.06 14.76

3.81 7.16 10.75 18.78

2.65 4.64 6.41 10.34 12

3.70 6.87 9.39 15.08

4.16 7.48 11.09 19.12

2.42 4.44 6.21 10.14 14 16

3.43 6.60 9.13 14.82

3.88 7.20 10.80 18.84

1.98 4.03 5.82 9.76

2.91 6.08 8.62 14.32

3.33 6.67 10.23 18.27

2.43 4.43 6.20 10.13 12

3.43 6.59 9.11 14.80

3.84 7.08 10.64 18.59

2.13 4.16 5.94 9.87 16 16

3.08 6.23 8.77 14.45

3.48 6.72 10.25 18.20

1.55 3.63 5.42 9.36 24

2.40 5.54 8.09 13.77

2.77 6.03 9.50 17.45

Wall

Spacing

Ht. (ft)

(in) o.c.

1200S162-mils (Fy) -54 (50)

-68 (50)

-97 (50)

1200S200-mils (Fy) -54 (50)

-68 (50)

-97 (50)

-54 (50)

1200S250-mils (Fy) -68 (50)

-97 (50)

4.85 6.53 10.28 12

6.57 9.54 15.34

7.57 10.97 19.35

4.80 6.48 10.24 16

6.51 9.47 15.28

7.50 10.91 19.28

4.69 6.38 10.15 24

6.39 9.35 15.16

7.38 10.77 19.13

4.81 6.49 10.25 12

6.52 9.48 15.29

7.52 10.92 19.29

4.74 6.42 10.19 16

6.45 9.41 15.21

7.44 10.83 19.20

4.61 6.30 10.07 24

6.30 9.25 15.06

7.27 10.66 19.01

4.76 6.44 10.20 12

6.47 9.43 15.23

7.46 10.85 19.22

4.68 6.36 10.13 10 16

6.38 9.33 15.14

7.36 10.75 19.11

4.51 6.21 9.99 24

6.19 9.13 14.95

7.16 10.53 18.88

4.65 6.33 10.10 12

6.35 9.29 15.10

7.33 10.71 19.06

4.53 6.22 10.00 12 16

6.21 9.14 14.96

7.19 10.55 18.89

4.29 6.00 9.79 24

5.95 8.86 14.68

6.99 10.24 18.56

4.51 6.20 9.98 12

6.20 9.12 14.93

7.17 10.52 18.86

4.35 6.05 9.83 14 16

6.02 8.92 14.74

6.98 10.31 18.62

4.02 5.74 9.54

5.66 8.52 14.35

6.59 9.88 18.16

4.35 6.05 9.83 12

6.04 8.92 14.73

6.99 10.30 18.61

4.13 5.84 9.64 16 16

5.80 8.65 14.47

6.74 10.02 18.30

3.70 5.43 9.25 24

5.33 8.13 13.95

6.23 9.45 17.67

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

1000S200-mils (Fy)

Allowable Combined Axial and Bending Loads 20psf lateral load Allowable Heights Combined For Non-Axial Axial and Load LateralBearing Load Tables Wall Wall

Spacing

Ht. (ft)

(in) o.c.

250S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

0.376 0.796 1.437 12

0.576 1.256 0.163 16

0.193 0.923 0.002 24

-33 (33)

250S162-mils (Fy) -43 (33)

-54 (50)

-68 (50)

-97 (50)

2.03

3.35

0.566 1.067 1.80

2.47

1.847

3.11

0.326 0.836 1.607

2.26

3.66

1.486

2.666

0.003 0.403 1.246

1.876

3.217

0.183 0.546 1.146 12

1.646

2.70

0.336 0.776 1.446

2.017

3.19

0.32 0.94 0.00 16

1.436

2.446

0.093 0.523 1.236

1.786

2.937

0.002 0.002 0.603 24

1.063

1.996

0.00 0.09 0.86

1.38

2.466

0.022 0.343 0.883 12

1.306

2.156

0.143 0.523 1.136

1.616

2.597

0.002 0.112 0.683 10 16

1.093

1.906

0.002 0.273 0.913

1.386

2.326

0.001 0.002 0.332 24

0.712

1.453

0.002 0.002 0.542

0.983

1.863

0.002 0.032 0.482 12

0.783

1.353

0.00 0.15 0.65

1.00

1.686

0.001 0.002 0.282 12 16

0.572

1.113

0.001 0.002 0.442

0.782

1.433

0.001 0.001 0.001 24

0.222

0.702

0.001 0.001 0.092

0.392

0.992

0.001 0.001 0.212 12

0.432

0.832

0.001 0.002 0.332

0.592

1.083

0.001 0.001 0.031 14 16

0.241

0.622

0.00 0.00 0.14

0.38

0.842

0.001 0.001

0.001

0.251

0.001 0.001 0.001

0.031

0.442

0.001 0.041

0.201

0.492

0.001 0.001 0.121

0.322

0.682

0.001 0.001 0.001 16 16

0.031

0.301

0.001 0.001 0.001

0.131

0.462

0.001 0.001 0.001 24

0.001

0.00 0.00 0.00

0.00

0.101

0.001

0.001 12

Wall Ht. (ft)

Spacing (in) o.c.

-97 (50)

350S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-33 (33)

3.90

350S162-mils (Fy)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

0.85 1.45 12

2.61

3.56

5.46

1.16 1.89

3.36 4.46 6.88

0.62 1.20 16

2.38

3.32

5.23

0.90 1.62

3.11 4.21 6.63

0.186 0.737 24

1.96

2.87

4.80

0.436 1.117

2.64 3.72 6.15

0.627 1.18 12

2.25

3.13

5.14

0.90 1.57

2.91 3.92 6.14

0.366 0.897 16

1.99

2.85

4.85

1.26 0.606

2.62 3.62 5.84

0.003 0.366 1.516 24

2.337

4.31

0.076 0.696

2.087

0.406 0.917 12

1.89

2.67

4.47

1.25 0.646

2.45 3.37 5.37

0.116 0.596 1.606 10 16

2.367

4.15

0.326 0.916

2.147 3.03 5.03

0.00 0.02 1.08 24

1.806

3.567

0.003 0.296

1.566 2.436 4.41

0.023 0.416 1.226 12

1.826

3.18

0.18 0.67

1.626 2.337 3.88

0.002 0.073 0.913 12 16

1.496

2.846

0.003 0.303

1.296 1.976 3.517

0.913

2.236

0.002 0.002

0.703 1.353 2.866

3.06 5.28

0.002 0.002 0.382 24

0.002 0.042 0.713 12

1.163

2.206

0.002 0.223

1.003 1.546 2.736

0.002 0.002 0.412 14 16

0.843

1.873

0.00 0.00

0.683 1.203 2.376

1.292

0.001 0.002

0.132 0.983 1.916

0.001 0.001 0.002

0.292

0.002 0.002 0.352 12

0.702

1.503

0.002 0.002

0.572 0.983

0.001 0.001 0.072 16 16

0.402

1.192

0.001 0.002

0.262 0.662 1.583

0.001 0.001 0.001 24

0.001

0.662

0.001 0.001

0.001 0.112 0.992

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

1.916

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

Allowable Combined Axial and Bending Loads 20psf lateral load Wall

Spacing

Ht. (ft)

(in) o.c.

362S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-97 (50)

-33 (33)

362S162-mils (Fy) -43 (33)

-54 (50)

-68 (50)

-97 (50)

0.91 1.53 2.77 12

3.80

5.61

1.23 1.99 3.55

4.76

0.67 1.28 2.54 16

3.56

5.40

0.98 1.72 3.30

4.50

7.06

0.817 2.11 0.246 24

3.10

4.99

0.507 1.21 2.82

4.01

6.57

0.68 1.26 2.43 12

3.37

5.37

0.97 1.68 3.12

4.23

6.58

0.416 0.977 2.16 16

3.08

5.09

0.677 1.36 2.82

3.92

6.28

0.006 0.446 1.666 24

2.557

4.56

0.136 0.786 2.277

3.34

5.71

0.466 0.997 2.07 12

2.91

4.84

0.717 1.36 2.67

3.66

5.81

0.166 0.666 1.777 10 16

2.59

4.51

0.386 1.016 2.34

3.32

5.46

7.31

3.917

0.003 0.386 1.746

2.697

4.82

0.003 0.093 1.226 24

2.016

0.06 0.48 1.36 12

2.02

3.51

0.24 0.76 1.81

2.587

0.002 0.133 1.046 12 16

1.676

3.156

0.003 0.383 1.456

2.206

3.887

1.553

3.206

1.736

3.036

4.27

0.002 0.002 0.483 24

1.063

2.526

0.002 0.002 0.843

0.002 0.083 0.823 12

1.316

2.456

0.002 0.293 1.143

0.00 0.00 0.50 14 16

0.97

2.10

0.00 0.00 0.79

1.36

2.666

0.00 0.00 0.00

0.39

1.49

0.001 0.002 0.212

0.732

2.003

0.002 0.002 0.422 12

0.803

1.693

0.002 0.002 0.662

1.123

2.146

0.001 0.002 0.132 16 16

0.492

1.363

0.001 0.002 0.342

0.772

1.783

0.00

0.80

0.00 0.00 0.00

0.19

1.172

0.00 0.00 0.00 24 1

Wall

Spacing

Ht. (ft)

(in) o.c.

3 2

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-43 (33)

362S200-mils (Fy) -33 (33)

362S250-mils (Fy) -54 (50)

-68 (50)

-97 (50)

1.55 2.56 4.49 6.01 8.95 12

2.95

5.08

7.01

10.41

1.27 2.27 4.20 5.72 8.68 16

2.63

4.77

6.69

10.13

1.71 3.65 5.18 8.17 0.747 24

2.03

4.19

6.08

9.59

1.25 2.19 3.94 5.34 8.07 12

2.57

4.55

6.24

9.43

0.92 1.85 3.60 5.00 7.75 16

2.19

4.18

5.86

9.09

0.326 1.217 2.97 4.37 7.14 24

1.49

3.49

5.15

8.44

0.95 1.82 3.38 4.65 7.15 12

2.17

3.99

5.45

8.40

0.596 1.437 3.00 4.27 6.78 10 16

1.74

3.57

5.02

8.01

0.976 2.817

4.24

7.28

0.006 0.746 24

2.326

0.416 1.116 12

2.327 3.32 5.32

1.377

2.79

3.93

6.35

1.926

0.896 2.336

3.47

5.91

0.013 0.696 12 16

3.587 2.917

6.10 4.91

0.002 0.003 24

1.213

2.196

4.176

0.063 1.536

2.646

5.107

0.003 0.543 12

1.496

2.286

3.857

0.716 1.826

2.727

4.66

0.002 0.123 14 16

1.103

1.886

3.446

0.233 1.386 2.266

4.207

0.00 0.00

0.43

1.18

2.71

0.002 0.613

1.463

3.406

0.002 0.122 12

0.913

1.533

2.776

0.223 1.143

1.856

3.416

0.002 0.002 16 16

0.542

1.153

2.383

0.002 0.723

1.413

2.976

1.70

0.00 0.00

0.66

2.213

0.00 0.00 24 1

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

0.00 2

0.50 2

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

-68 (50)

Allowable Combined Axial and Bending Loads 20psf lateral load Wall

Spacing

Ht. (ft)

(in) o.c.

400S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-33 (33)

400S162-mils (Fy)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

1.06 1.74 3.14 12

4.41

6.05

1.42 2.25 4.04

5.57

0.83 1.50 2.92 16

4.18

5.86

1.17 1.99 3.79

5.31

8.54 8.30

0.407 1.04 2.50 24

3.72

5.49

0.70 1.50 3.32

4.81

7.82

0.84 1.49 2.83 12

4.07

5.84

1.17 1.95 3.64

5.08

7.87

0.577 1.20 2.56 16

3.77

5.60

0.87 1.64 3.34

4.76

7.56

0.076 0.676 24

2.06

3.21

5.12

0.336 1.077 2.78

4.16

6.98

0.627 1.22 2.49 12

3.62

5.59

0.90 1.64 3.21

4.54

7.12

0.316 0.897 10 16

2.18

3.28

5.27

0.576 1.29 2.87

4.17

6.75

0.003 0.306 24

1.616

2.657

0.006 0.646 2.247

3.48

6.08

0.196 0.706 12

1.787

2.67

0.416 1.036 2.337

3.38

5.52

0.003 0.326 12 16

1.426

2.276

4.17

0.043 0.626 1.946

2.967

5.09

0.002 0.003 24

0.793

1.586

3.456

0.002 0.003 1.253

2.206

4.326

0.00 0.25 12

1.15

1.82

3.30

0.013 0.506 1.566

2.356

4.04

0.002 0.002 14 16

0.793

1.423

2.906

0.002 0.083 1.163

1.926

3.606

0.002

0.162

0.732

2.193

0.002 0.002 0.482

1.183

2.846

0.00

0.67

1.17

2.34

0.00 0.09 0.98

1.58

2.916

0.00 0.00 16 16

0.32

0.80

1.95

0.002 0.002 0.602

1.173

2.496

0.001 0.001 24

0.002

0.152

1.292

0.001 0.002 0.002

0.482

1.773

0.002

0.00 12 2 2

Wall Ht. (ft)

Spacing (in) o.c.

4.68 4.57

400S200-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-43 (33)

400S250-mils (Fy) -54 (50)

-68 (50)

-97 (50)

1.76 2.88 12

5.10

6.97

10.45

3.25

5.59

7.95

1.48 2.60 16

4.82

6.69

10.19

2.95

12.15

5.30

7.64

11.87

0.97 2.06 24

4.28

6.14

9.68

2.38

4.74

7.04

11.33

1.47 2.53 12

4.59

6.36

9.62

2.90

5.16

7.35

11.21

1.15 2.19 16

4.25

6.01

9.30

2.54

4.80

6.97

10.87

0.557 1.56 24

3.61

5.35

8.67

1.85

4.12

6.24

10.20

1.18 2.17 12

4.05

5.69

8.71

2.52

4.64

6.65

10.19

0.817 1.78 10 16

3.66

5.29

8.33

2.10

4.22

6.19

9.78

0.156 1.076 24

2.94

4.54

7.61

1.337

3.44

5.35

9.01

0.616 1.447 12

2.96

4.31

6.82

1.75

3.54

5.07

8.07

0.206 0.996 2.527 12 16

3.84

6.36

1.256

3.03

4.54

7.57

0.00 0.20 1.73 24

3.00

5.52

0.366 2.146

3.597

6.66

0.143 0.816 2.016 12

3.057

5.06

1.036 2.447

3.62

6.08

0.003 0.353 1.576 14 16

2.586

4.597

0.516 1.936

3.086

5.55

0.002 0.002 0.793

1.763

3.756

0.003 1.043

2.156

4.636

0.00 0.32 1.30 12

2.10

3.71

0.46 1.60

2.52

4.517

0.00 0.00 0.87 16 16

1.65

3.25

0.003 1.113

2.006

4.006

0.001 0.002 0.142 24

0.892

2.463

0.002 0.272

1.123

3.113

2 2

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

3 2

3 3

6 3

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

Allowable Combined Axial and Bending Loads 20psf lateral load Wall

Spacing

Ht. (ft)

(in) o.c.

550S137mils (Fy) -33 (33)

-43 (33)

-54 (50)

-97 (50)

-33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

1.39 2.17 3.56 12

4.81

7.25

1.93 2.95 5.22

1.22 2.02 3.43 16

4.69

7.13

1.74 2.77 5.05

6.89

10.76

0.89 1.71 3.17 24

4.43

6.89

1.35 2.41 4.70

6.55

10.41

1.24 2.04 3.44 12

4.70

7.14

1.75 2.77 5.03

6.90

10.76

1.03 1.84 3.27 16

4.53

6.98

1.50 2.54 4.80

6.67

10.53

0.62 1.46 2.94 24

4.21

6.66

1.03 2.09 4.36

6.23

10.08

1.08 1.88 3.30 12

4.56

7.00

1.54 2.56 4.76

6.69

10.55

0.83 1.64 3.09 10 16

4.35

6.80

1.24 2.28 4.48

6.40

10.26

0.34 1.18 2.68 24

3.95

6.40

0.69 1.74 3.95

5.85

9.69

0.72 1.53 2.96 12

4.21

6.64

1.08 2.07 4.10

5.91

9.96

0.387 1.20 2.65 12 16

3.91

6.33

0.707 1.69 3.72

5.51

9.51

0.006 0.586 2.087 24

3.33

5.74

0.006 0.997 3.01

4.76

8.67

0.34 1.12 2.54 12

3.77

6.16

0.616 1.53 3.34

4.97

8.55

0.006 0.716 2.147 14 16

3.36

5.73

0.176 1.086 2.887

4.48

7.99

0.003 0.003 1.426

2.616

4.937

0.003 0.266 2.056

3.596

6.96

0.00 0.68 1.99 12

3.21

5.54

0.18 1.00 2.57

3.97

7.03

0.003 0.233 1.546 16 16

2.726

4.997

0.003 0.516 2.076

3.446

6.40

0.002 0.002 0.753 24

1.853

4.036

0.002 0.003 1.193

2.486

5.296

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

-68 (50)

550S162-mils (Fy)

7.06

10.93

Allowable Combined Axial and Bending Loads 20psf lateral load Wall

Spacing

Ht. (ft)

(in) o.c.

600S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-33 (33)

600S162-mils (Fy)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

1.42 2.17 3.53 12

4.77

7.30

2.00 3.02 5.25

7.10

11.06

1.27 2.02 3.40 16

4.65

7.20

1.82 2.85 5.10

6.95

10.91

0.97 1.73 3.15 24

4.40

6.99

1.47 2.53 4.79

6.65

10.61

1.29 2.04 3.41 12

4.66

7.21

1.85 2.87 5.11

6.96

10.91

1.10 1.85 3.25 16

4.50

7.07

1.62 2.66 4.91

6.76

10.72

0.73 1.48 2.93 24

4.18

6.80

1.18 2.25 4.51

6.38

10.34

1.15 1.90 3.28 12

4.53

7.09

1.67 2.71 4.94

6.79

10.74

0.92 1.67 3.08 10 16

4.33

6.92

1.40 2.45 4.69

6.55

10.50

0.47 1.22 2.69 24

3.94

6.58

0.86 1.94 4.20

6.06

10.01

0.82 1.56 2.97 12

4.21

6.80

1.25 2.28 4.48

6.37

10.29

0.50 1.24 2.68 12 16

3.92

6.54

0.88 1.92 4.11

6.00

9.91

0.006 0.637 2.13 24

3.36

6.03

0.196 1.24 3.43

5.29

9.18

0.467 1.17 2.59 12

3.81

6.42

0.79 1.78 3.78

5.58

9.63

0.076 0.767 2.21 14 16

3.42

6.05

0.356 1.337

3.33

5.10

9.09

0.003 0.016 1.506

8.09

2.687

5.35

0.006 0.526 2.496

4.21

0.096 0.766 2.157 12

3.33

5.92

0.356 1.267

3.03

4.63

8.21

0.003 0.286 1.696 16 16

2.847

5.44

0.006 0.756 2.526

4.08

7.58

0.002 0.003 0.853 24

1.956

4.566

0.003 0.003 1.606

3.096

6.447

Wall Ht. (ft)

Spacing (in) o.c.

600S200-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-43 (33)

600S250-mils (Fy) -54 (50)

-68 (50)

-97 (50)

2.43 3.86 7.01 12

9.55

15.23

4.19

7.21

10.58

17.81

2.25 3.66 6.81 16

9.36

15.04

3.99

7.01

10.37

17.60

1.88 3.27 6.42 24

9.00

14.67

3.59

6.63

9.96

17.19

2.26 3.65 6.73 12

9.25

14.84

3.98

6.95

10.24

17.31

2.02 3.40 6.48 16

9.01

14.60

3.72

6.70

9.97

17.04

1.56 2.91 5.98 24

8.54

14.12

3.22

6.22

9.45

16.51

2.06 3.41 6.41 12

8.89

14.37

3.74

6.65

9.84

16.72

1.77 3.11 6.10 10 16

8.59

14.06

3.43

6.34

9.51

16.38

1.22 2.51 5.49 24

8.01

13.47

2.82

5.75

8.86

15.72

1.60 2.86 5.63 12

8.00

13.16

3.19

5.93

8.88

15.26

1.22 2.44 5.19 12 16

7.58

12.72

2.76

5.50

8.41

14.77

0.507 1.66 4.37 24

6.77

11.86

1.94

4.69

7.51

13.82

1.11 2.24 4.71 12

6.92

11.64

2.57

5.10

7.75

13.49

0.647 1.73 4.18 14 16

6.38

11.06

2.02

4.56

7.15

12.84

5.39

9.97

1.037

3.56

6.02

11.64

5.75

9.94

1.92

4.26

6.56

11.55

5.13

9.25

1.297

3.62

5.84

10.79

4.03

8.01

0.176 2.476

4.567

9.40

0.006 0.796 3.197

0.626 12

1.62

3.76

0.106 1.046 3.167 16 16

0.00 0.01 2.09 24 3

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

Allowable Combined Axial and Bending Loads 20psf lateral load Wall

Spacing

Ht. (ft)

(in) o.c.

800S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-97 (50)

-33 (33)

800S162-mils (Fy)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

1.46 12

2.19

3.38 4.56

7.04

2.10

3.07

5.18 7.00

11.01

1.35 16

2.09

3.29 4.48

6.97

1.97

2.95

5.06 6.89

10.91

1.14 24

1.88

3.12 4.32

6.81

1.71

2.70

4.84 6.67

10.69

1.37 12

2.10

3.31 4.49

6.98

1.99

2.97

5.08 6.90

10.92

1.24 16

1.97

3.20 4.39

6.88

1.83

2.81

4.94 6.76

10.78

0.96 24

1.71

2.98 4.18

6.68

1.50

2.50

4.65 6.48

10.51

1.27 12

2.01

3.22 4.42

6.91

1.87

2.85

4.97 6.80

10.81

1.10 1.84 10 16

3.09 4.29

6.78

1.67

2.65

4.79 6.62

10.64

0.77 24

1.52

2.83 4.03

6.54

1.27

2.27

4.43 6.27

10.29

1.04 12

1.78

3.03 4.23

6.72

1.59

2.57

4.71 6.53

10.55

0.80 1.54 12 16

2.84 4.04

6.54

1.30

2.29

4.44 6.27

10.29

0.33 1.09 24

2.46 3.67

6.19

0.74

1.74

3.93 5.76

9.77

0.77 12

2.80 4.00

6.50

1.25

2.24

4.38 6.20

10.20

1.51

2.54 3.74

6.25

0.87

1.86

4.02 5.84

9.84

2.02 3.24

5.76

0.157

1.14

3.32 5.14

9.12

1.20

2.53 3.73

6.22

0.88

1.86

3.98 5.80

9.77

0.80 0.077 16 16

2.18 3.39

5.89

0.417

1.38

3.52 5.32

9.27

1.537

5.24

0.006 0.497

2.63 4.42

8.33

0.45 1.19 14 16 0.007

0.59

0.46 12

0.006 0.066 24

Wall

Spacing

Ht. (ft)

(in) o.c.

2.73

800S200-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-43 (33)

800S250-mils (Fy) -54 (50)

-68 (50)

-97 (50)

2.65 4.14 7.42 12

9.99

15.70

4.55 7.85 11.46 19.44

2.51 4.00 7.28 16

9.86

15.57

4.40 7.70 11.31 19.29

2.23 3.71 6.99 24

9.60

15.33

4.10 7.42 11.00 18.99

2.53 4.02 7.30 12

9.88

15.59

4.41 7.69 11.28 19.22

2.36 3.84 7.11 16

9.71

15.43

4.22 7.51 11.09 19.03

2.01 3.47 6.75 24

9.38

15.11

3.84 7.14 10.70 18.65

2.40 3.88 7.15 12

9.75

15.46

4.25 7.51 11.08 18.96

2.18 3.65 6.92 10 16

9.54

15.26

4.02 7.28 10.84 18.72

1.75 3.20 6.47 24

9.12

14.85

3.55 6.83 10.35 18.24

2.09 3.55 6.81 12

9.42

15.14

3.87 7.05 10.57 18.30

1.78 3.22 6.47 12 16

9.11

14.83

3.53 6.73 10.21 17.94

1.17 2.57 5.81 24

8.49

14.22

2.87

6.08

9.50

17.23

1.71 3.11 6.28 12

8.94

14.71

3.42

6.48

9.85

17.31

1.30 2.67 5.82 14 16

8.51

14.27

2.96

6.04

9.36

16.81

0.52 1.83 4.94

7.66

13.41

2.10

5.18

8.42

15.84

1.28 2.59 5.55 12

8.12

13.78

2.89

5.81

8.94

15.96

0.78 2.05 4.98 16 16

7.57

13.20

2.33

5.25

8.33

15.32

1.03 3.91 0.006 24

6.52

12.09

1.27

4.19

7.15

14.08

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

-68 (50)

Allowable Combined Axial and Bending Loads 20psf lateral load Wall

Spacing

Ht. (ft)

(in) o.c.

1000S162-mils (Fy) -43 (33)

-54 (50)

-68 (50)

-97 (50)

1000S200-mils (Fy) -43 (33)

-54 (50)

-68 (50)

-97 (50)

-43 (33)

1000S250-mils (Fy) -54 (50)

-68 (50)

-97 (50)

3.06 5.01 6.77 10.68 12

4.18 7.35 9.86 15.55

4.69 8.01 11.65 19.65

2.96 4.92 6.68 10.61 16

4.07 7.24 9.76 15.45

4.57 7.90 11.53 19.54

2.77 4.75 6.52 10.50 24

3.84 7.03 9.55 15.24

4.33 7.67 11.30 19.32

2.98 4.94 6.70 10.62 12

4.09 7.26 9.78 15.46

4.59 7.92 11.55 19.56

2.58 4.83 6.59 10.52 16

3.94 7.12 9.64 15.33

4.44 7.77 11.40 19.41

2.61 4.61 6.39 10.32 24

3.66 6.84 9.37 15.07

4.13 7.49 11.10 19.13

2.89 4.86 6.62 10.54 12

3.98 7.16 9.68 15.36

4.48 7.81 11.44 19.45

2.73 4.72 6.49 10.42 10 16

3.80 6.98 9.51 15.20

4.29 7.63 11.25 19.27

2.43 4.45 6.23 10.17 24

3.45 6.64 9.17 14.88

3.91 7.28 10.88 18.91

2.68 4.67 6.44 10.37 12

3.73 6.91 9.43 15.12

4.22 7.56 11.16 19.18

2.46 4.47 6.25 10.18 12 16

3.47 6.65 9.19 14.88

3.94 7.29 10.89 18.91 3.40 6.77 10.34 18.38

2.02 4.08 5.87 9.82 24

2.96 6.15 8.70 14.41

2.42 4.44 6.21 10.14 12

3.43 6.60 9.13 14.82

3.88 7.20 10.80 18.84

2.13 4.16 5.95 9.89 14 16

3.08 6.25 8.79 14.49

3.51 6.84 10.42 18.46

1.54 3.63 5.43 9.38

2.39 5.56 8.12 13.82

2.78 6.14 9.66 17.71

2.13 4.16 5.94 9.87 12

3.08 6.23 8.77 14.45

3.48 6.72 10.25 18.20

1.74 3.80 5.59 9.53 16 16

2.63 5.77 8.31 14.00

3.00 6.26 9.75 17.70

1.00 3.11 4.91 8.86 24

1.74 4.87 7.42 13.10

2.08 5.35 8.77 16.70

Wall

Spacing

Ht. (ft)

(in) o.c.

1200S162-mils (Fy) -54 (50)

-68 (50)

-97 (50)

1200S200-mils (Fy) -54 (50)

-68 (50)

-97 (50)

-54 (50)

1200S250-mils (Fy) -68 (50)

-97 (50)

4.80 6.48 10.24 12

6.51 9.47 15.28

7.50 10.91 19.28

4.73 6.41 10.18 16

6.43 9.39 15.20

7.42 10.82 19.18

4.59 6.28 10.05 24

6.27 9.22 15.04

7.25 10.64 18.99

4.74 6.42 10.19 12

6.45 9.41 15.21

7.44 10.83 19.20

4.65 6.34 10.11 16

6.35 9.30 15.11

7.33 10.72 19.07

4.48 6.17 9.95 24

6.15 9.09 14.91

7.11 10.49 18.83

4.68 6.36 10.13 12

6.38 9.33 15.14

7.36 10.75 19.11

4.57 6.26 10.03 10 16

6.25 9.20 15.01

7.23 10.61 18.95

4.35 6.05 9.84 24

6.01 8.93 14.76

6.96 10.32 18.65

4.53 6.22 10.00 12

6.21 9.14 14.96

7.19 10.55 18.89

4.37 6.07 9.86 12 16

6.04 8.95 14.77

6.99 10.34 18.67

4.05 5.77 9.57 24

5.68 8.57 14.40

6.61 9.93 18.22

4.35 6.05 9.83 12

6.02 8.92 14.74

6.98 10.31 18.62

4.13 5.84 8.64 14 16

5.78 8.65 14.48

6.72 10.02 18.31

3.69 5.43 9.25

5.30 8.13 13.96

6.20 9.45 17.69

4.13 5.84 9.64 12

5.80 8.65 14.47

6.74 10.02 18.30

3.85 5.57 9.38 16 16

5.48 8.30 14.12

6.40 9.63 17.88

3.28 5.03 8.87 24

4.85 7.61 13.43

5.72 8.88 17.06

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

Allowable Combined Axial and Bending Loads 25psf lateral load Wall

Spacing

Ht. (ft)

(in) o.c.

250S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-97 (50)

-33 (33)

1.306 1.897 3.17 0.38 0.88 6

250S162-mils (Fy)

-43 (33) 6

-54 (50)

-68 (50)

-97 (50)

1.65 2.31 3.72 7

0.213 0.636 12

0.003 0.373 16

1.086 1.656 2.887

0.113 0.616

1.426 2.066 3.42

0.00 0.00 24

0.70 1.23 2.36

0.002 0.123

1.003 1.616 2.906

0.023 0.373 12

0.996 1.486 2.507

0.143 0.586

1.286 1.846

0.002 0.113 16

0.763 1.243 2.216

0.002 0.303

1.043 1.586 2.696

0.002 0.002 24

0.372 0.812 1.693

0.002 0.002

0.602 1.113 2.156

0.00 0.16 12

0.73 1.14 1.96

0.002 0.333

0.973 1.446 2.396

0.502 0.893 1.663

0.002 0.052

0.723 1.173 2.086

0.102 0.462 1.162

0.001 0.002

0.292 0.712 1.553

0.33 0.62 1.17

0.00 0.00

0.492 0.832 1.493

0.001 0.001

0.262 0.582 1.202

0.001 0.001 24

0.001 0.001 0.432

0.001 0.001

0.001 0.141 0.702

0.001 0.001 12

0.071 0.282 0.672

0.001 0.001

0.192

0.00 0.07 0.42

0.00 0.00

0.00 0.201 0.632

0.001 0.001

0.001 0.001 0.181

0.001

0.001 0.071 0.341

0.001 0.001

0.001 0.171 0.512

0.001 0.001 16 16

0.001 0.001 0.121

0.001 0.001

0.001 0.001 0.271

0.00 0.00 0.00

0.00 0.00

0.001 0.001 0.001

0.002 0.002 10 16

0.001 0.001 24

0.00 0.00 12 1

0.00 0.00 12 16

0.00 0.00 14 16 24

Wall Ht. (ft)

0.00 0.00 24 1

Spacing (in) o.c.

0.11 0.39 0.90 2

0.00 0.00 1

0.001 12

0.00 0.00 0.00 1

350S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-33 (33)

-43 (33)

2.99

0.432 0.902

350S162-mils (Fy) -54 (50)

-68 (50)

-97 (50)

0.67 1.26 2.44 12

3.38

5.29

0.97

1.68

3.17

4.27

6.69

0.396 0.96 2.17 16

3.09

5.02

0.667

1.36

2.87

3.96

6.39

0.006 0.406 1.667 24

2.56

4.50

0.096 0.766

2.307

3.38 5.81

0.426 0.967 2.06 12

2.91

4.92

0.677

1.33

2.69

3.70

5.92

0.116 0.616 1.747 16

2.58

4.58

0.336 0.967

2.34

3.34

5.56

0.003 0.003 1.176 24

3.947

0.003 0.296

1.716

2.687 4.88

0.18 0.66 1.67 12

2.43

4.23

0.396 0.996

2.21

3.11

0.003 0.296 1.336 10 16

2.076

3.85

0.023 0.596

1.846

2.727 4.71

0.002 0.003 0.723 24

1.426

3.166

0.002 0.003

1.176

2.026 3.986

0.00 0.15 0.99 12

1.57

2.92

0.00 0.39

1.37

2.066 3.607

0.00 0.00 0.64 12 16

1.19

2.53

0.002 0.003

0.993

1.656 3.186

0.001 0.002 0.022 24

0.532

1.833

0.002 0.002

0.322

0.943

0.002 0.002 0.492 12

0.923

1.956

0.002 0.002

0.763

1.283 2.466

0.001 0.002 0.152 14 16

0.562

1.573

0.002 0.002

0.392

0.893 2.053

0.00 0.00 0.00

0.00

0.91

0.001 0.001

0.002

0.212 1.342

0.001 0.002 0.142 12

0.472

1.263

0.001 0.002

0.342

0.732 1.663

0.001 0.001 0.001 16 16

0.132

0.912

0.001

0.002

0.372 1.272

0.00 0.00 0.00 24

0.00

0.31

0.00 0.00

0.00

0.001 0.612

2 2

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

3 2

1.976

6 3

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

-68 (50)

5.11

2.433

Allowable Combined Axial and Bending Loads 25psf lateral load Wall

Spacing

Ht. (ft)

(in) o.c.

362S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-33 (33)

362S162-mils (Fy) -43 (33)

-54 (50)

-68 (50)

-97 (50)

0.73 1.34 2.60 12

3.61

5.45

1.04 1.78 3.36

4.57

7.12

0.457 1.04 2.32 16

3.33

5.19

0.73 1.46 3.05

4.25

6.81

0.006 0.496 1.817 24

2.78

4.69

0.166 0.867 2.48

3.66

6.23

0.486 1.04 2.23 12

3.15

5.15

0.747 1.44 2.89

3.99

6.35

0.166 0.706 1.907 16

2.81

4.82

0.396 1.067 2.54

3.62

5.99

0.003 0.076 1.326 24

2.186

4.19

0.003 0.396 1.896

2.947

5.30

0.236 0.746 1.847 12

2.67

4.59

0.466 1.097 2.42

3.40

5.55

0.003 0.376 1.496 10 16

2.297

4.20

0.086 0.686 2.036

2.99

5.13

0.00 0.00 0.85 24

1.61

3.49

0.003 0.003 1.346

2.266

4.387

0.00 0.21 1.12 12

1.75

3.24

0.003 0.476 1.546

2.296

3.98

0.002 0.003 0.753 12 16

1.366

2.826

0.002 0.033 1.133

1.866

3.536

0.663

2.093

0.002 0.002 0.432

1.113

2.746

2 3

3 3

3 6

6 6

0.002 0.002 0.102 24

0.00 0.00 0.58 12

1.06

2.18

0.00 0.00 0.87

1.45

2.756

0.00 0.00 0.22 14 16

0.67

1.043

2.313

1.79

0.002 0.002 0.482

0.001 0.001 0.002

0.012

1.092

0.001 0.001 0.002

0.322

1.562

0.001 0.002 0.202 12

0.562

1.443

0.002 0.002 0.412

0.862

1.873

0.00 0.00 0.00 16 16

0.20

1.07

0.00 0.00 0.05

0.47

1.462

0.00 0.00 0.00 24

0.00

0.43

0.001 0.001 0.001

0.001

0.772

Wall

Spacing

Ht. (ft)

(in) o.c.

1 1

2 1

2 2

362S200-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-43 (33)

362S250-mils (Fy) -54 (50)

-68 (50)

-97 (50)

1.34 2.34 4.27 12

5.79

8.75

2.71

4.85

6.77

10.20

1.00 1.99 3.92 16

5.45

8.42

2.33

4.48

6.38

9.86

0.376 1.33 3.26 24

4.79

7.80

1.61

3.77

5.65

9.20

1.00 1.93 3.68 12

5.08

7.83

2.28

4.27

5.96

9.17

0.616 1.52 3.28 16

4.68

7.44

1.83

3.82

5.50

8.76

0.006 0.786 2.547 24

3.93

6.71

1.017

3.01

4.65

7.98

0.686 1.53 3.10 12

4.36

6.87

1.84

3.67

5.13

8.11

0.256 1.076 2.657 10 16

3.91

6.43

1.347

7.64

3.18

4.62

0.00 0.27 1.86 24

3.11

5.62

0.456 2.286

3.717

6.77

0.113 0.796 2.016 12

3.017

5.01

1.016 2.447

3.58

6.02

0.003 0.303 1.556 12 16

2.536

4.537

0.466 1.926

3.046

5.49

0.002 0.002 0.753 24

1.703

3.676

0.003 1.003

2.096

4.556

0.00 0.22 1.20 12

1.97

3.53

0.35 1.48

2.37

4.317

0.00 0.00 0.75 14 16

1.51

3.06

0.003 0.983

1.846

3.796

0.001 0.002 0.002

0.722

2.233

0.002 0.112

0.933

2.883

0.002 0.002 0.632 12

1.243

2.476

0.002 0.823

1.513

3.076

0.00 0.00 0.22 16 16

0.81

2.02

0.00 0.34

1.02

2.573

0.00 0.00 0.00 24

0.08

1.25

0.001 0.002

0.172

1.712

2 2

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

3 2

2 1

3 3

2 1

6 3

2 2

3 2

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

Allowable Combined Axial and Bending Loads 25psf lateral load Allowable Heights Combined For Non-Axial Axial and Load LateralBearing Load Tables Wall Wall

Spacing

Ht. (ft)

(in) o.c.

400S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

400S162-mils (Fy)

-33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

0.89 12

1.56

2.98

4.24

5.91

1.23

2.05

3.85

5.37

0.61 16

1.27

2.71

3.94

5.68

0.93

1.74

3.55

5.06

8.05

0.106 0.727 24

2.19

3.39

5.22

0.377

1.15

2.98

4.45

7.47

0.64 12

1.27

2.63

3.84

5.66

0.94

1.72

3.41

4.84

7.64

0.326 0.937 16

2.31

3.49

5.35

0.597

1.35

3.06

4.45

7.26

6 2.827 0.006 0.296 1.70 24

4.78

0.006 0.666

2.397

3.73

6.56

0.39 0.97 12

5.35

0.65

1.38

2.95

4.26

6.84

4.97

0.266 0.967

2.54

3.82

6.41

2.26

3.36

7 2.95 0.036 0.596 1.89 10 16

8.36

0.003 0.003 1.22 6 2.216 24

4.277

0.003 0.206

1.816 3.017

5.60

0.003 0.416 1.51 6 2.377 12

4.26

0.136 0.726

2.036 3.067

5.19

0.002 0.003 1.09 6 1.916 12 16

3.797

0.003 0.253

1.586 2.566

4.697

0.00 0.00 0.37 1.11 24

2.96

0.002 0.002

0.783 1.703

3.796

0.002 0.003 0.87 3 1.526 12

2.996

0.002 0.183

1.266 2.026

3.716

2 0.002 0.002 0.46 1.063 14 16

2.536

0.002 0.002

0.813 1.543

3.206

0.00 0.00 0.00 0.28

1.72

0.00 0.00

0.03 0.70

2.333

0.00 0.00 0.40 0.89 12

2.05

0.002 0.002

0.683 1.273

2.596

2 0.001 0.002 0.00 0.462 16 16

1.613

0.001 0.002

0.252 0.812

2.123

1 0.001 0.001 0.00 0.002 24

0.852

0.001 0.001

0.002 0.022

1.302

Wall

Spacing

Ht. (ft)

(in) o.c.

400S200-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-43 (33)

400S250-mils (Fy) -54 (50)

-68 (50)

-97 (50)

1.55 2.67 4.89 6.76 10.25 12

3.03 5.37

7.72

11.94

1.22 2.32 4.55 6.41 9.93 16

2.66 5.02

7.34

11.60

1.67 3.89 5.75 9.31 0.607 24

1.97 4.34

6.61

10.94

1.23 2.28 4.34 6.10 9.38 12

2.63 4.89

7.06

10.95

0.84 1.87 3.92 5.68 8.98 16

2.19 4.45

6.60

10.53

0.146 1.127 3.16 4.89 8.23 24

1.38 3.64

5.72

9.73

0.90 1.87 3.75 5.39 8.42 12

2.20 4.32

6.31

9.88

0.476 1.417 3.29 4.91 7.96 10 16

1.70 3.82

5.76

9.39

2.456 4.037

0.306 1.106 12

2.627 3.95 6.47

1.377 3.16

2.11

5.93

0.796 2.576 4.05 7.10

0.00 0.58 12 16 6

3.41 7

7.10

0.806 2.907 4.77 8.47

0.006 0.586 24 3

4.66

7.69

0.002 0.003 24

1.203 2.456

4.966

0.003 1.546 2.956 6.047

0.003 0.463 12

1.676 2.696

4.707

0.636 2.056 3.217 5.68

0.002 0.003 14 16

1.163 2.156

4.156

0.033 1.476 2.606 5.077

0.28

0.00 0.00 2

1.23

3.20

0.002 0.463 1.533 4.016

0.00 0.00 12

0.97

1.76

3.36

0.073 1.233 2.136 4.126

0.002 0.002 16 16

0.492 1.263

2.843

0.002 0.673 1.543 3.546

0.002

1.932

0.002 0.002 0.552 2.533

0.001 0.001 24

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

0.392

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

-97 (50)

Allowable Combined Axial and Bending Loads 25psf lateral load Wall Ht. (ft)

Spacing (in) o.c.

550S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-33 (33)

-43 (33)

550S162-mils (Fy) -54 (50)

-68 (50)

-97 (50)

1.26 2.06 12

3.46

4.72

7.16

1.79 2.82

5.09

6.93

10.80

1.05 1.87 16

3.30

4.56

7.01

1.54 2.59

4.87

6.72

10.58

0.65 1.49 24

2.97

4.24

6.70

1.07 2.14

4.44

6.30

10.16

1.08 1.89 12

3.31

4.57

7.02

1.56 2.59

4.86

6.73

10.59

0.83 1.65 16

3.10

4.37

6.82

1.26 2.31

4.58

6.45

10.31

0.33 1.18 24

2.69

3.97

6.43

0.68 1.76

4.04

5.91

9.76

0.89 1.70 12

3.14

4.40

6.85

1.32 2.34

4.55

6.47

10.33

0.58 1.41 10 16

2.88

4.15

6.59

0.96 2.00

4.21

6.13

9.97

0.006 0.85 24

2.38

3.65

6.10

0.297 1.35

3.56

5.46

9.28

0.467 1.28 12

2.73

3.98

6.41

0.79 1.78

3.82

5.61

9.62

0.066 0.887 12 16

2.36

3.61

6.03

0.346 1.33

3.36

5.13

9.08

0.006 0.506

2.517

4.24

8.07

0.003 0.156 24

1.676 2.927

0.036 0.816 12

2.247

3.46

5.83

0.286 1.197

2.99

4.59

8.13

0.003 0.336 14 16

1.776

2.987

5.32

0.003 0.666

2.456

4.027

7.46

0.002 0.003

0.933

2.106

4.396

0.002 0.003

1.496

2.986

6.267

0.003 0.336 12

1.656

2.836

5.12

0.003 0.636

2.196

3.567

6.56

0.002 0.003 16 16

1.133

2.276

4.506

0.003 0.063

1.616

2.946

5.827

0.00 0.00 24

0.22

1.27

3.39

0.00 0.00

0.60

1.84

4.556

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

5.32

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

Allowable Combined Axial and Bending Loads 25psf lateral load Wall

Spacing

Ht. (ft)

(in) o.c.

600S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-33 (33)

600S162-mils (Fy)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

1.31 2.06 3.43 4.68 7.22 12

1.87

2.89 5.14

6.99

10.94

1.12 1.87 3.27 4.52 7.09 16

1.64

2.69 4.94

6.80

10.76

0.75 1.51 2.96 4.22 6.83 24

1.21

2.28 4.56

6.43

10.39

1.15 1.90 3.29 4.54 7.10 12

1.68

2.71 4.96

6.81

10.77

0.91 1.67 3.09 4.34 6.93 16

1.40

2.45 4.71

6.57

10.53

0.46 1.21 2.70 3.95 6.59 24

0.86

1.95 4.22

6.09

10.05

0.97 1.72 3.13 4.38 6.96 12

1.46

2.51 4.75

6.61

10.56

0.69 1.44 2.88 4.13 6.75 10 16

1.13

2.19 4.44

6.30

10.25

0.147 24

0.58 1.32 2.75 3.99 6.61 12

0.89 2.40

3.65

6.32

0.48

1.58 3.84

5.71

9.65

0.97

2.01 4.20

6.09

10.01 9.54

6.28

0.537

1.58 3.77

5.64

0.006 0.206 1.737 2.95 24

5.66

0.767 2.94 0.006

4.79

8.66

0.166 0.867 2.30 12

6.14

0.456

5.21

9.22

5.70

0.006 0.916 2.907

4.64

8.58

4.86

0.003 0.006 1.926

3.606 7.39

0.003 0.396 1.806 2.967 12

5.56

0.006 0.876 2.647

4.21

7.74

0.003 0.003 1.256 2.386 16 16

4.997

0.003 0.296 2.046

3.576

6.99

0.002 0.002 0.283 1.353 24

3.956

0.002 0.003 0.983

2.426

5.67

0.207 0.93 2.40 12 16

3.64 3.51

0.006 0.386 1.847 3.04 14 16 24

Wall

Spacing

Ht. (ft)

(in) o.c.

0.00 0.00 1.00 2.16 3

1.44 3.44

600S200-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-43 (33)

600S250-mils (Fy)

-54 (50)

-68 (50)

-97 (50)

2.29 3.71 6.86 12

9.41

15.09

4.04 7.06 10.43 17.65

2.06 3.46 6.61 16

9.18

14.86

3.79 6.82 10.17 17.39

1.60 2.98 6.12 24

8.72

14.40

3.29 6.35 9.65 16.88

2.08 3.46 6.54 12

9.07

14.66

3.79 6.76 10.04 17.11

1.79 3.15 6.23 16

8.78

14.36

3.47 6.76 9.71 16.77

1.23 2.55 5.61 24

8.19

13.77

2.85 5.87 9.06 16.12

1.84 3.18 6.17 12

8.67

14.14

3.51 6.42 9.59 16.47

1.49 2.81 5.79 10 16

8.30

13.76

3.12 6.05 9.18 16.05

0.82 2.08 5.05 24

7.59

13.03

2.38 5.32 8.39 15.24

1.31 2.55 5.30 12

7.68

12.83

2.87 5.61 8.53 14.89

0.85 2.04 4.78 12 16

7.17

12.28

2.34 5.09 7.95 14.29

0.006 1.107 3.79 24

6.20

11.25

1.35 4.11 6.86 13.15

0.767 1.86 4.31 12

6.51

11.20

2.16 4.69 7.29 13.00

0.216 1.257 3.67 14 16

5.87

10.50

1.51 4.05 6.57 12.23

9.21

0.346 2.867

5.24 10.80

9.42

1.447

3.78

6.02 10.97

8.61

0.716 3.037

5.18 10.07

7.16

0.003 1.706 3.706 8.477

0.003 0.146 2.516 4.707

0.236 1.186 3.31 12

5.28

0.003 0.506 2.616 4.577 16 16

0.00 0.00 1.37 3.28 24 2

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

-97 (50)

Allowable Combined Axial and Bending Loads 25psf lateral load Wall

Spacing

Ht. (ft)

(in) o.c.

800S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-33 (33)

800S162-mils (Fy)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

1.38 2.11 3.31 4.50 12

6.98

2.00 2.98 5.09

6.92

1.25 1.98 3.21 4.40 16

6.89

1.84 2.82 4.95

10.93

6.78

10.80

0.98 1.72 3.00 4.20 24

6.70

1.52 2.52 4.67

6.51

10.53

1.27 2.01 3.22 4.42 12

6.90

1.87 2.85 4.97

6.80

10.82

1.10 1.84 3.09 4.29 16

6.78

1.66 2.65 4.79

6.62

10.64

0.76 1.51 2.82 4.03 24

6.54

1.26 2.26 4.44

6.27

10.30

1.15 1.88 3.12 4.32 12

6.81

1.72 2.70 4.84

6.66

10.68

0.93 1.68 2.96 4.16 10 16

6.66

1.47 2.46 4.61

6.44

10.46

0.52 1.28 2.63 3.84 24

6.36

0.97 1.98 4.17

6.01

10.03

0.86 1.60 2.89 4.09 12

6.59

1.37 2.36 4.51

6.34

10.35

0.56 1.31 2.65 3.86 12 16

6.37

1.02 2.01 4.18

6.02

10.03

0.00 0.75 2.17 3.40 24

5.92

0.33 1.34 3.55

5.38

9.39

0.53 1.27 2.60 3.81 12

6.31

0.97 1.96 4.11

5.93

9.93 9.48

0.14 0.89 2.28 3.49 14 16

3.00

0.51 1.49 3.66

5.49

0.006 0.167 1.64 2.87

5.39

0.006 0.62 2.81

4.63

8.60

0.177 0.90 2.27 3.47 12

5.97

0.53 1.50 3.63

5.44

9.40

0.006 0.427 1.85 3.06 16 16

5.56

0.006 0.93 3.07

4.86

8.79

0.006 0.006 2.017

3.78

7.65

0.003 0.006 1.066 24

Wall

Spacing

Ht. (ft)

(in) o.c.

2.277

4.77

800S200-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

800S250-mils (Fy)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

2.55 12

4.03

7.31

9.89

15.60

4.44

2.37 16

3.85

7.14

9.73

15.45

4.25

2.03 24

3.49

6.78

9.41

15.14

3.88

7.20

10.78

18.77

2.40 12

3.88

7.16

9.75

15.47

4.27

7.55

11.14

19.08

2.18 16

3.65

6.93

9.54

15.27

4.03

7.33

10.89

18.84

1.75 24

3.20

6.48

9.13

14.87

3.56

6.87

10.41

18.36

7.74

11.34

19.32

7.56

11.15

19.14

2.24 12

3.71

6.98

9.59

15.31

4.08

7.34

10.90

18.78

1.97 3.42 10 16

6.70

9.33

15.05

3.78

7.05

10.59

18.48

1.43 24

2.86

6.13

8.81

14.55

3.20

6.49

9.99

17.88

1.86 12

3.30

6.55

9.18

14.91

3.62

6.81

10.30

18.03

1.48 2.89 12 16

6.13

8.80

14.53

3.20

6.40

9.85

17.58

0.73 2.10 24

5.32

8.04

13.78

2.38

5.60

8.99

16.70

1.40 12

2.78

5.93

8.61

14.38

3.08

6.15

9.48

16.94

0.91 2.24 14 16

5.37

8.08

13.83

2.53

5.61

8.89

16.32

0.007

1.22

4.30

7.05

12.79

1.47

4.57

7.74

15.13

0.91 12

2.18

5.12

7.71

13.34

2.47

5.39

8.48

15.47

1.53 0.317 16 16

4.43

7.04

12.64

1.79

4.71

7.73

14.69

0.006 0.326 24

3.15

5.77

11.29

0.537

3.44

6.32

13.19

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

Allowable Combined Axial and Bending Loads 25 psf lateral load Wall

Spacing

Ht. (ft)

(in) o.c.

1000S162-mils (Fy) -43 (33)

-54 (50)

-68 (50)

-97 (50)

-54 (50)

-68 (50)

-97 (50)

-43 (33)

1000S250-mils (Fy) -54 (50)

-68 (50)

-97 (50)

2.98 4.95 6.71 10.62 12

4.10 7.27 9.79 15.47

4.60 7.93 11.56 19.57

2.86 4.84 6.60 10.53 16

3.95 7.13 9.65 15.34

4.45 7.79 11.41 19.43

2.62 4.62 6.40 10.33 24

3.67 6.86 9.39 15.09

4.15 7.51 11.12 19.15

2.88 4.86 6.62 10.54 12

3.98 7.16 9.68 15.36

4.48 7.81 11.44 19.45

2.73 4.72 6.49 10.42 16

3.80 6.98 9.51 15.20

4.29 7.63 11.25 19.27

2.42 4.45 6.23 10.17 24

3.44 6.64 9.17 14.88

3.91 7.27 10.88 18.91

2.77 4.76 6.52 10.45 12

3.85 7.03 9.55 15.24

4.34 7.68 11.30 19.31

2.58 4.59 5.36 10.30 10 16

3.63 6.81 9.34 15.04

4.10 7.45 11.06 19.09

2.20 4.25 5.04 9.98 24

3.18 6.38 8.92 14.63

3.63 7.01 10.60 18.64

2.51 4.52 6.29 10.23 12

3.54 6.72 9.25 14.94

4.01 7.36 10.96 18.98

2.24 4.27 6.06 10.00 12 16

3.22 6.40 8.94 14.64

3.67 7.03 10.61 18.64 3.00 6.39 9.93 17.98

1.70 3.79 5.59 9.55 24

2.58 5.78 8.33 14.05

2.20 4.23 6.01 9.95 12

3.17 6.34 8.88 14.57

3.60 6.93 10.51 18.55

1.83 3.90 5.69 9.65 14 16

2.73 5.90 8.45 14.15

3.14 6.49 10.04 18.08

1.11 3.23 5.04 9.01

1.88 5.05 7.62 13.32

2.25 5.61 9.10 17.16

1.84 3.89 5.68 9.62 12

2.74 5.89 8.42 14.11

3.12 6.37 9.88 17.82

1.37 3.45 5.25 9.20 16 16

2.18 5.32 7.86 13.55

2.53 5.80 9.26 17.20

0.45 2.60 4.41 8.37 24

1.11 4.22 6.77 12.45

1.14 4.69 8.05 15.97

Wall

Spacing

Ht. (ft)

(in) o.c.

1200S162-mils (Fy) -54 (50)

-68 (50)

-97 (50)

1200S200-mils (Fy) -54 (50)

-68 (50)

-97 (50)

-54 (50)

1200S250-mils (Fy) -68 (50)

-97 (50)

4.75 6.43 10.19 12

6.45 9.41 15.22

7.44 10.84 19.20

4.66 6.35 10.12 16

6.34 9.31 15.12

7.33 10.73 19.08

4.49 6.18 9.96 24

6.14 9.10 14.92

7.12 10.50 18.85

4.68 6.36 10.13 12

6.37 9.33 15.13

7.36 10.75 19.11

4.56 6.26 10.03 16

6.25 9.19 15.01

7.22 10.60 18.95

4.34 6.05 9.84 24

6.00 8.93 14.75

6.95 10.32 18.65

4.60 6.29 10.06 12

6.28 9.23 15.04

7.26 10.64 18.99

4.46 6.16 9.94 10 16

6.13 9.06 14.88

7.09 10.46 18.80

4.19 5.90 9.70 24

5.82 8.74 14.56

6.76 10.11 18.42

4.41 6.11 9.89 12

6.08 9.00 14.82

7.04 10.39 18.72

4.21 5.92 9.72 12 16

5.86 8.76 14.58

6.80 10.13 18.44

3.81 5.54 9.36 24

5.42 8.28 14.12

6.32 9.62 17.89

4.18 5.89 9.69 12

5.84 8.72 14.54

6.78 10.09 18.39

3.91 5.63 9.44 14 16

5.54 8.39 14.22

6.46 9.73 18.00

3.37 5.12 8.96

4.94 7.73 13.57

5.81 9.02 17.23

3.92 5.64 9.45 12

5.56 8.39 14.21

6.48 9.73 17.99

3.56 5.30 9.12 16 16

5.17 7.95 13.78

6.06 9.26 17.47

2.86 4.63 8.49 24

4.38 7.09 12.92

5.21 8.32 16.44

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

1000S200-mils (Fy) -43 (33)

Allowable Combined Axial and Bending Loads 30psf lateral load Wall

Spacing

Ht. (ft)

(in) o.c.

250S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

0.22 0.71 3

250S162-mils (Fy)

-43 (33) 6

-54 (50)

-68 (50)

1.51 2.16 6

-97 (50) 3.54

0.063 0.476 12

1.176 1.746

0.002 0.193 16

0.923 1.486

2.666

0.003 0.403

6 1.24 1.876

7 3.2

0.00 0.00 24

0.49 1.00

2.08

0.002 0.002

3 0.77 1.363

2.616

0.002 0.213 12

0.853 1.336

2.326

0.003 0.413

6 1.13 1.686

2.817

0.002 0.002 16

0.603 1.063

1.996

0.002 0.092

3 0.86 1.383

2.466

0.00 0.00 24

0.15 0.57

1.41

0.00 0.00

0.37 0.86

1.853

0.00 0.01 12

0.59 0.99

1.78

0.002 0.162

3 0.81 1.273

2.206

2 0.54 0.983

1.863

0.001 0.002 10 16

2.99

-33 (33)

2 0.33 0.712

3 6

1.453

0.002 0.002

0.001 0.001 24

1 0.00 0.232

0.892

0.001 0.001

2 0.06 0.462

1.262

0.00 0.00 12

0.20 0.48

1.00

0.00 0.00

0.35 0.67

1.313

0.00 0.22

0.70

0.001 0.001

2 0.09 0.392

0.992

1 0.00 0.001

0.191

0.001 0.001

0.00 1 0.001

0.432

1 0.00 0.151

0.522

0.001 0.001

1 0.05 0.292

0.742

0.00 0.00 12 16 1

2 1

0.001 0.001 24

0.001 0.001 12

2 2

0.00 0.00 14 16

0.00 0.00

0.25

0.00 0.00

0.00 0.03

0.442

0.00 0.00

0.00

0.001 0.001

0.00 1 0.001

0.001

0.001 0.001 12

0.00 1 0.001

0.211

0.001 0.001

1 0.00 0.041

0.371

0.001 0.001 16 16

1 0.00 0.001

0.001

0.001 0.001

1 0.00 0.001

0.101

0.00

0.00 0.00

0.001

0.00 0.00 24 1

Wall

Spacing

Ht. (ft)

(in) o.c.

1 1

0.00 0.00 1

350S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-33 (33)

-43 (33)

350S137-mils (Fy) -54 (50)

-68 (50)

-97 (50)

0.507 12

2.27

3.21

5.12

0.78

2.99

4.08

6.51

0.186 0.737 16

1.96

2.87

4.80

0.436 1.117

2.64

3.72

6.15

0.003 0.106 24

1.376 2.257

4.20

0.006 0.426

6 1.99

3.05

5.47

0.236 0.756 12

1.867

2.71

4.71

0.466 1.117

2.48

3.48

5.70

0.003 0.366 16

1.516 2.337

4.31

0.076 0.696

7 2.08

3.06

0.00 0.00 24

0.86 1.63

3.58

0.00 0.00

6 1.37 2.316

0.003 0.446 12

1.466 2.217

4.00

0.176 0.746

1.99 7

0.003 0.023 10 16

1.086 1.806

3.567

0.003 0.296

6 1.56 2.436

4.41

0.002 0.002 24

0.403 1.073

2.786

0.002 0.003

3 0.81 1.636

3.586

0.00 0.00 12

0.77 1.34

2.68

0.00 0.13

1.13 1.81

3.346

3 0.70 1.353

2.866

1.07

1.49

2.88

5.28 4.507 4.87

0.00 0.00 12 16

0.38 0.91

2.23

0.002 0.002

0.001 0.002 24

0.002 0.182

1.453

0.001 0.002

2 0.00 0.562

2.033

0.002 0.002 12

0.282 0.702

1.713

0.002 0.002

2 0.53 1.043

2.216

0.00 0.00 14 16

0.00 0.29

1.29

0.00 0.00

0.13 0.60

1.753

0.56

0.001 0.001

1 0.00 0.002

0.962

0.00

0.00 1

0.00 0.00 1

0.001 0.001 12

0.002 0.262

1.052

0.001 0.002

0.13 2 0.512

1.423

0.001 0.001 16 16

0.001 0.001

0.662

0.001 0.001

1 0.00 0.112

0.992

0.00 0.00 24

0.00 0.00

0.00

0.00 0.00

0.272

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

Allowable Combined Axial and Bending Loads 30psf lateral load Wall

Spacing

Ht. (ft)

(in) o.c.

362S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-97 (50)

-33 (33)

362S162-mils (Fy) -43 (33)

-54 (50)

-68 (50)

-97 (50)

0.567 1.16 2.43 3.44 5.30 12

0.85 1.59 3.17

4.38

6.93

2.11 3.10 4.99 0.246 0.817 16

0.507 1.21 2.82

4.01

6.57

0.003 0.186 1.526 24

0.006 0.526 2.167

3.32

5.89

2.03 2.94 4.95 0.28 0.83 12

0.536 1.21 2.68

3.77

6.13

0.006 0.446 1.666 16

2.557

0.136 0.786 2.277

3.34

5.71

0.003 0.003 0.996 24

1.846

3.837

0.003 0.026 1.546

2.576

4.91

0.023 0.516 1.626 12

2.447

4.35

0.236 0.846 2.187

3.15

5.30

0.00 0.09 1.22 10 16

2.01

3.91

0.003 0.386 1.746

2.697

4.82

0.002 0.002 0.513 24

1.253

3.106

0.002 0.003 0.963

1.866

6 3.96

0.002 0.003 0.893 12

1.516

2.996

0.002 0.203 1.296

2.036

7 3.70

0.00 0.00 0.48 12 16

1.06

2.52

0.00 0.00 0.84

1.55

6 3.20

0.00 0.00 0.00 24

0.29

1.70

0.001 0.002 0.052

0.712

3 2.32

0.002 0.002 0.352 12

0.823

1.943

0.002 0.002 0.642

1.193

6 2.48

0.001 0.002 0.002 14 16

0.392

1.493

0.001 0.002 0.212

0.732

3 2.00

0.00 0.00 0.00

0.00

0.72

0.00 0.00 0.00

0.00

2 1.16

0.00 0.00 0.00 12

0.34

1.21

0.001 0.002 0.192

0.622

3 1.62

0.001 0.001 0.001 16 16

0.002

0.802

0.001 0.001 0.002

0.192

2 1.17

0.001 0.001 0.001 24

0.001

0.091

0.001 0.001 0.001

0.001

2 0.40

2 1

1 1

Wall

Spacing

Ht. (ft)

(in) o.c.

2.477

4.40

2 2

1 1

3 2

1 2

4.56

3 2

2 2

362S200-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-43 (33)

362S250-mils (Fy) -54 (50)

-68 (50)

-97 (50)

1.13 2.13 4.06 5.58 8.55 12

2.48

4.62

6.53

1.71 3.65 5.18 8.17 0.747 16

2.03

4.19

6.08

9.59

2.89 4.42 7.44 0.026 0.957 24

1.217

3.37

5.23

8.82

1.68 3.44 4.84 7.59 0.777 12

2.01

4.00

5.68

8.92

2.97 4.37 7.14 0.326 1.217 16

1.49

3.49

5.15

8.44

0.003 0.376 2.126 24

0.566 2.567

4.18

7.54

2.83 4.09 6.60 0.426 1.257 12

1.54

3.37

4.82

7.82

3.517

6.29

9.99

0.006 0.746 2.326 10 16

3.587

6.10

0.976 2.817

4.24

7.28

0.003 0.003 1.436 24

2.666

7 5.17

0.006 1.806

3.206

6.28

0.003 0.496 1.736 12

2.726

4.72

0.676 2.126

3.257

5.69

0.002 0.003 1.213 12 16

2.196

6 4.17

0.063 1.536

2.646

7 5.10

0.00 0.00 0.31 24

1.26

3.21

0.002 0.513

1.573

6 4.04

0.002 0.002 0.923 12

1.693

6 3.24

0.013 1.173

2.056

3.99 6

0.002 0.002 0.432 14 16

1.183

3 2.71

0.002 0.613

1.463

6 3.40

0.00 0.00 0.00

0.31

1.80

0.00

0.45

2.38 3

0.00 0.00 0.38 12

0.97

2.20

0.002 0.532

1.213

6 2.77

0.001 0.001 0.002 16 16

0.502

2 1.70

0.002 0.002

0.662

3 2.21

0.001 0.001 0.001 24

0.001

2 0.85

0.001 0.001

0.002

2 1.25

1 1

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

1 2

2 2

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

-68 (50)

Allowable Combined Axial and Bending Loads 30psf lateral load Wall

Spacing

Ht. (ft)

(in) o.c.

400S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

400S162-mils (Fy)

-33 (33)

-43 (33)

-54 (50)

0.72 1.38 12

2.81

4.06 5.77

0.407 1.04 16

2.50

3.72 5.49

0.70

1.50

3.32

4.81 7.82

0.006 0.416 1.90 7 24

3.07 4.96

0.056 0.817

2.66

4.10 7.13

0.447 1.06 12

2.43

3.63 5.47

0.737

1.49

3.20

4.61 7.41

0.07 0.67 16

2.06

3.21

0.336 1.077

2.78

4.16 6.98

6 2.456 4.45 0.003 0.006 1.37 24

0.003 0.286 2.026 3.337 6.16

7 3.11 5.12 0.176 0.746 2.03 12

0.416 1.127

5.12

6 2.657 4.68 0.003 0.306 1.61 10 16

3 1.806 3.886 0.002 0.003 0.85 24

6 0.003 0.143 1.25 2.096 3.987 12

3.67

-97 (50)

1.86

-68 (50)

1.05

5.18 8.17

2.70

3.99 6.58

0.006 0.646 2.247

3.48 6.08

0.003 0.003 1.406 2.576 5.167 0.003 0.436 1.756 2.766 4.88

3 0.002 0.003 0.79 1.586 3.456 12 16

0.002 0.003 1.253 2.206 4.326

2 0.002 0.002 0.00 0.683 2.513 24

0.002 0.002 0.362 1.233 3.316

0.00 0.00 0.62 1.24 2.70 12

0.002 0.003 0.983 1.726 3.406

2 0.002 0.002 0.16 0.732 2.193 14 16

0.002 0.002 0.482 1.183 2.846

2 0.001 0.001 0.00 0.002 1.292

0.001 0.002 0.002 0.252 1.863

0.00 0.00 0.16 0.62 1.77 12

0.002 0.002 0.422 0.983 2.303

0.00 0.00 0.00 0.15 1.29 16 16

0.001 0.002 0.002 0.482 1.773

0.001 0.001 0.00 1 0.001 0.462 24

0.001 0.001 0.001 0.002 0.862

1 1

Wall

Spacing

Ht. (ft)

(in) o.c.

2 1

400S200-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-43 (33)

400S250-mils (Fy) -54 (50)

-68 (50)

-97 (50)

1.35 2.46 4.68 6.55 10.06 12

2.81 5.16 7.49

0.97 2.06 4.28 6.14 9.68 16

2.38 4.74 7.04

11.33

0.266 1.30 24

1.58 3.95 6.19

10.55

0.99 2.03 4.09 5.84 9.14 12

2.36 4.62 6.78

10.70

0.557 1.56 16

3.61

8.67

1.85 4.12 6.24

10.20

0.006 0.706 24

2.737 4.45

7.80

0.927 3.18 5.22

9.27

0.647 1.59 12

3.47

5.09

8.14

1.90 4.02 5.98

9.59

0.156 1.076 10 16

2.94

4.54

7.61

1.337 3.44 5.35

9.01

0.306 2.396 4.227

3.52

5.37 5.35

8.95

0.003 0.136 24

1.986 3.546

6.62

11.73

7.94

0.003 0.786 12

2.316 3.627

6.14

1.016 2.807

4.29

7.33

0.003 0.203 12 16

1.736 3.006

5.527

0.366 2.146 3.597

6.66

0.002 0.002 24

0.713 1.933

4.426

0.003 0.993 2.366

0.00 0.13 12

1.36 2.36

4.37

0.263 1.696 2.836

5.317

0.002 0.002 14 16

0.793 1.763

3.756

0.003 1.043 2.156

4.636

0.001 0.002

0.002 0.742

2.683

0.002 0.002 0.973

3.443

0.00 0.00 12

0.68 1.45

3.04

0.00 0.89 1.77

3.766

0.00 0.00 16 16

0.14 0.89

2.46

0.002 0.272 1.123

3.113

0.001 0.001 24

0.001 0.002

1.462

0.001 0.002 0.022

1.992

2 1

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

2 2

3 2

5.466

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

Allowable Combined Axial and Bending Loads 30psf lateral load Wall Ht. (ft)

Spacing (in) o.c.

550S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-97 (50)

-33 (33)

-43 (33)

550S162-mils (Fy) -54 (50)

-68 (50)

-97 (50)

1.13 12

1.94

3.36

4.62

7.07

1.64 2.68

4.96 6.80

10.67

0.89 16

1.71

3.17

4.43

6.89

1.35 2.41

4.70 6.55

10.41

0.41 24

1.27

2.78

4.06

6.52

0.79 1.88

4.19 6.05

9.91

0.93 12

1.75

3.19

4.45

6.90

1.38 2.42

4.69 6.56

10.42

0.62 16

1.46

2.94

4.21

6.66

1.03 2.09

4.36 6.23

10.08

0.047 24

0.91

2.45

3.73

6.19

0.35 1.44

3.72 5.59

9.43

0.70 12

1.53

2.98

4.25

6.69

1.10 2.14

4.35 6.26

10.11

0.34 1.18 10 16

2.68

3.95

6.40

6.85 1.74

3.95 5.85

9.69

0.006 0.537 24

2.09

3.36

5.81

0.006 0.977

3.18

8.87

0.226 1.047 12

2.51

3.76

6.18

0.527 1.51

3.54

5.32

9.29

2.08

3.33

5.74

0.006 0.997

3.01

4.76

8.67

0.00 0.58 12 16 6

5.07

0.003 0.003 24

1.296

2.526

4.91

0.003 0.046

2.046 3.747 7.50

0.003 0.526 12

1.956

3.167

5.52

0.006 0.866

2.667 4.24

0.003 0.266

2.056

3.596 6.96 6 2.416 5.60

0.003 0.003 14 16

1.426 2.616

4.937

7.72

0.002 0.002

0.473 1.623

3.876

0.002 0.003

0.963

0.00 0.01 12

1.33 2.49

4.74

0.003 0.283

7 1.836 3.186 6.10

0.002 0.002 0.753 1.853 16 16

4.036

0.002 0.003

6 1.193 2.486 5.29

2.793

0.002 0.002

3 0.062 1.263 3.86

0.001 0.002 24

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

0.002 0.742

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

-68 (50)

Allowable Combined Axial and Bending Loads 30psf lateral load

Allowable Heights Combined For Non-Axial Axial and Load LateralBearing Load Tables Wall Wall

Spacing

Ht. (ft)

(in) o.c.

600S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-33 (33)

600S162-mils (Fy)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

1.19 12

1.95

3.34

4.58

7.14

1.73

2.77

2.02

6.87

10.83

0.97 16

1.73

3.15

4.40

6.99

1.47

2.53

4.79

6.65

10.61

0.53 24

1.30

2.78

4.04

6.67

0.95

2.05

4.33

6.21

10.17

1.01 12

1.76

3.17

4.42

7.00

1.51

2.56

4.81

6.67

10.62

0.73 16

1.48

2.93

4.18

6.80

1.18

2.25

4.51

6.38

10.34

0.19 24

0.95

2.47

3.72

6.39

0.54

1.65

3.94

5.81

9.77

0.80 12

1.55

2.98

4.23

6.83

1.26

2.32

4.57

6.42

10.37

0.47 1.22 10 16

2.69

3.94

6.58

0.86

1.94

4.20

6.06

10.01

0.006 24

0.57

2.12

3.37

6.07

0.117

1.22

3.49

5.36

9.30

0.357 12

1.08

2.54

3.78

6.41

0.70

1.75

3.94

5.82

9.73

0.006 0.637 12 16

2.13

3.36

6.03

0.196

1.24

3.43

5.29

9.18

0.006 0.316

2.477

4.31

8.14

3.11

4.87

8.83

0.003 0.006 24

6 1.35 2.567

0.006 0.576 12

7 2.02

5.30

3.22

5.87

0.146 1.127

0.00 0.01 14 16

1.50 2.68

5.35

0.006 0.526 2.496

0.002 0.003

3 0.54 1.686

4.38

0.003 0.003

1.386 3.026

6.747

0.003 0.056 12

6 1.47 2.616

0.002 0.003 16 16

3 0.85 1.956

0.00 0.00 24 2

Wall

Spacing

Ht. (ft)

(in) o.c.

0.00 0.79 2

-43 (33)

-54 (50)

8.09

5.21

0.003 0.516

2.286 3.827

7.28

4.56

0.003 0.003

1.606 3.096

6.447

3.38

0.00 0.00

0.40 1.80

4.956

600S200-mils (Fy) -33 (33)

4.21

-68 (50)

-97 (50)

-43 (33)

600S250-mils (Fy) -54 (50)

-68 (50)

-97 (50)

2.15 3.56 6.71 12

9.27

14.95

3.89

6.92

10.27

17.50

1.88 3.27 6.42 16

9.00

14.67

3.59

6.63

9.96

17.19

1.34 2.69 5.84 24

8.45

14.12

3.00

6.07

9.35

16.58

1.90 3.27 6.35 12

8.89

14.48

3.60

6.58

9.84

16.91

1.56 2.91 5.98 16

8.54

14.12

3.22

6.22

8.45

16.51

0.90 2.20 5.26 24

7.85

13.42

2.49

5.52

8.68

15.73

1.63 2.96 5.94 12

8.45

13.91

3.28

6.20

9.35

16.22

1.22 2.51 5.49 10 16

8.01

13.47

2.82

5.75

8.86

15.72

0.44 1.67 4.62 24

7.18

12.60

1.95

4.90

7.92

14.76

1.03 2.24 4.98 12

7.37

12.50

2.55

5.29

8.18

14.53

0.507 1.66 4.37 12 16

6.77

11.86

1.94

4.69

7.51

13.82

0.006 0.576 3.24 24

5.65

10.65

0.807

3.56

6.24

12.49

0.426 1.48 3.92 12

6.12

12.53

10.77

1.76

4.30

6.85

0.006 0.796 3.197 5.39 14 16

9.97

1.037

3.56

6.02

11.54

0.003 0.006 1.886 4.066

8.49

0.006 2.216

4.517

10.00

0.006 0.766 2.887 4.84 12

8.92

1.006 3.327

5.51

10.43

0.003 0.006 2.096 4.036 16 16

8.01

0.176 2.476

4.567

9.40

6.376

0.003 0.983

2.906

7.596

0.002 0.003 0.703 2.596 24

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

Allowable Combined Axial and Bending Loads 30psf lateral load Wall

Spacing

Ht. (ft)

(in) o.c.

800S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-97 (50)

-33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

1.30 12

2.03

3.25

4.44

6.93

1.90

2.89

5.01

6.83

10.85

1.14 16

1.88

3.12

4.32

6.81

1.71

2.70

4.84

6.67

10.69

0.82 24

1.57

2.87

4.08

6.59

1.33

2.33

4.50

6.34

10.37

1.17 12

1.91

3.14

4.34

6.83

1.75

2.73

4.87

6.69

10.71

0.96 16

1.71

2.98

4.18

6.68

1.50

2.50

4.65

6.48

10.51

0.56 24

1.32

2.66

3.88

6.39

1.02

2.03

4.22

6.07

10.09

1.02 12

1.76

3.02

4.22

6.72

1.57

2.56

4.70

6.53

10.55

0.77 1.52 10 16

2.83

4.03

6.54

1.27

2.27

4.43

6.27

10.29

0.28 24

1.04

2.43

3.65

6.18

0.68

1.70

3.91

5.75

9.78

0.68 12

1.43

2.74

3.95

6.45

1.16

2.15

4.31

6.14

10.16

0.33 1.09 12 16

2.46

3.67

6.19

0.74

1.74

3.93

5.76

9.77

0.42 0.007 24

1.90

3.12

5.66

0.00

0.94

3.17

5.01

9.02

0.29 12

9.65

1.04

2.40

3.61

6.12

0.69

1.68

3.84

5.66

0.59 0.007 14 16

2.02

3.24

5.76

0.157

1.14

3.32

5.14

9.12

7 1.28

2.50

5.04

0.006 0.127

2.33

4.14

8.08

2.02

3.22

5.73

0.197

1.15

3.29

5.09

9.03

1.53

2.73

5.24

0.006 0.497

2.63

4.42

8.33

4.31

0.003 0.006

1.416 3.167 6.99

0.006 0.006

0.006 12

0.61

0.00 0.06 16 16 6

0.003 0.006 24

Wall

Spacing

Ht. (ft)

(in) o.c.

6 0.61 1.816

800S200-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-43 (33)

800S250-mils (Fy) -54 (50)

-68 (50)

-97 (50)

2.44 12

3.93 7.21

9.80

15.51

4.33 7.63

11.23 19.21

2.23 16

3.71 6.99

9.60

15.33

4.10 7.42

11.00 18.99

1.82 24

3.28 6.57

9.21

14.96

3.65 6.99

10.55 18.55

2.27 12

3.74 7.02

9.63

15.35

4.13 7.42

10.99 18.93

2.01 16

3.47 6.75

9.38

15.11

3.84 7.14

10.70 18.65

1.49 24

2.92 6.21

8.88

14.63

3.28 6.60

10.12 18.08

2.07 12

3.54 6.81

9.43

15.16

3.90 7.17

10.71 18.60

1.75 3.20 6.47 10 16

9.12

14.85

3.55 6.83

10.35 18.24

1.12 24

2.53 5.80

8.50

14.25

2.86 6.16

9.64 17.53

1.63 12

3.05 6.30

8.95

14.68

3.37 6.56

10.03 17.76

1.17 2.57 5.81 12 16

8.49

14.22

2.87 6.08

9.50 17.23

0.30 1.64 4.85 24

7.59

13.33

1.91 5.14

8.48 16.18

1.10 12

2.46 5.59

8.29

14.05

2.74 5.82

9.12 16.56

0.52 1.83 4.94 14 16

7.66

13.41

2.10 5.18

8.42 15.84

0.006

0.64 3.69

6.45

12.17

0.87 3.96

7.07 14.43

0.54 12

1.79 4.71

7.30

12.92

2.06 4.98

8.03 15.00

0.006 1.03 3.91 16 16

6.52

12.09

1.27 4.19

7.15 14.08

10.53

0.006 2.737

5.52 12.33

0.006 0.376 2.427 5.06 24

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

-68 (50)

800S162-mils (Fy)

Allowable Combined Axial and Bending Loads 30psf lateral load Wall

Spacing

Ht. (ft)

(in) o.c.

1000S162-mils (Fy) -43 (33)

-54 (50)

-68 (50)

-97 (50)

1000S200-mils (Fy) -43 (33)

-54 (50)

-68 (50)

-97 (50)

-43 (33)

1000S250-mils (Fy) -54 (50)

-68 (50)

-97 (50)

2.91 4.88 6.64 10.57 12

4.01 7.19 9.71 15.39

4.51 7.84 11.47 19.48

2.77 4.75 6.52 10.45 16

3.84 7.03 9.55 15.24

4.33 7.67 11.30 19.32

2.48 4.50 6.28 10.21 24

3.51 6.70 9.24 14.94

3.97 7.34 10.95 18.98

2.79 4.77 6.54 10.47 12

3.87 7.05 9.57 15.27

4.36 7.70 11.32 19.34

2.61 4.61 6.39 10.32 16

3.66 6.84 9.37 15.07

4.13 7.49 11.10 19.13

2.24 4.29 6.07 10.02 24

3.23 6.43 8.97 14.68

3.68 7.06 10.65 18.70

2.66 4.65 6.43 10.36 12

3.71 6.90 9.42 15.12

4.20 7.54 11.16 19.18

2.43 4.45 6.23 10.17 10 16

3.45 6.64 9.17 14.88

3.91 7.28 10.88 18.91

1.98 4.05 5.84 9.80 24

2.92 6.12 8.68 14.39

3.36 6.75 10.32 18.37

2.35 4.37 6.15 10.09 12

3.35 6.53 9.06 14.76

3.81 7.16 10.75 18.78

2.02 4.08 5.87 9.82 12 16

2.96 6.15 8.70 14.41

3.40 6.77 10.34 18.38

1.38 3.50 5.31 9.27 24

2.21 5.41 7.97 13.69

2.60 6.01 9.53 17.58

1.98 4.03 5.82 9.76 12

2.91 6.08 8.62 14.32

3.33 6.67 10.23 18.27

1.54 3.63 5.43 9.38 14 16

2.39 5.56 8.12 13.82

2.78 6.14 9.66 17.71

0.68 2.85 4.66 8.63

1.39 4.55 7.12 12.83

1.72 5.10 8.55 16.61

1.55 3.63 5.42 9.36 12

2.40 5.54 8.09 13.77

2.77 6.03 9.50 17.45

1.00 3.11 4.91 8.86 16 16

1.74 4.87 7.42 13.10

2.08 5.35 8.77 16.70

0.00 2.11 3.92 7.88 24

0.49 3.59 6.14 11.80

0.76 4.04 7.35 15.25

Wall

Spacing

Ht. (ft)

(in) o.c.

1200S162-mils (Fy) -54 (50)

-68 (50)

-97 (50)

1200S200-mils (Fy) -54 (50)

-68 (50)

-97 (50)

-54 (50)

1200S250-mils (Fy) -68 (50)

-97 (50)

4.69 6.38 10.15 12

6.39 9.35 15.16

7.38 10.77 19.13

4.59 6.28 10.05 16

6.27 9.22 15.04

7.25 10.64 18.99

4.38 6.08 9.87 24

6.04 8.97 14.80

6.99 10.37 18.70

4.61 6.30 10.07 12

6.30 9.25 15.06

7.27 10.66 19.01

4.48 6.17 9.95 16

6.15 9.38 14.91

7.11 10.49 18.83

4.21 5.92 9.72 24

5.85 9.10 14.60

6.79 10.15 18.47

4.51 6.21 9.99 12

6.19 9.13 14.95

7.16 10.53 18.88

4.35 6.05 9.84 10 16

6.01 8.93 14.76

6.96 10.32 18.65

4.02 5.74 9.55 24

5.64 8.54 14.37

6.56 9.90 18.20

4.29 6.00 9.79 12

5.95 8.86 14.68

6.90 10.24 18.56

4.05 5.77 9.57 12 16

5.68 8.57 14.40

6.61 9.93 18.22

3.58 5.32 9.15 24

5.15 8.00 13.84

6.04 9.31 17.56

4.02 5.74 9.54 12

5.66 8.52 14.35

6.59 9.88 18.16

3.69 5.43 9.25 14 16

5.30 8.13 13.96

6.20 9.45 17.69

3.05 4.82 8.67

4.57 7.34 13.19

5.42 8.60 16.77

3.70 5.43 9.25 12

5.33 8.13 13.95

6.23 9.45 17.67

3.28 5.03 8.87 16 16

4.85 7.61 13.43

5.72 8.88 17.06

2.45 4.23 8.11 24

3.91 6.58 12.41

4.70 7.77 15.84

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

Allowable Combined Axial and Bending Loads 40psf lateral load Wall

Spacing

Ht. (ft)

(in) o.c.

250S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-97 (50)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

2.66

0.003 0.403

6 1.24 1.876

2.266

0.002 0.033

3 0.92 1.536 2.806

1.563

0.002 0.002

2 0.35 0.913

2.073

1.99

0.92 1.48

0.002 0.002 16

0.623 1.153

0.001 0.002 24

0.102

0.582

0.00 0.00 12

0.60

1.06

0.00 0.00 16

0.29

0.001 0.001 24

0.002

-33 (33)

0.00 0.19 12 3

3.217

0.00 0.09

0.86 1.38

2.466

0.73

1.59

0.002 0.002

2 0.52 1.033

2.053

0.152

0.902

0.001 0.001

2 0.00 0.402

1.322

0.001 0.002 12

0.332 0.712

1.453

0.002 0.002

2 0.54 0.983

1.863

0.00 0.00 10 16

0.03 0.38

1.07

0.00 0.00

0.21 0.62

1.453

1 0.00 0.022

0.742

3 2

0.00 0.00 24

0.00

0.40

0.001 0.001

0.001 0.001 12

0.001 0.222

0.702

0.001 0.001

2 0.09 0.392

0.992

0.001

0.352

0.001 0.001

1 0.00 0.061

0.612

0.001 0.001 12 16

0.00 0.00 24

0.00 0.00

0.00

0.00 0.00

0.001

0.00 0.00 12

0.00

0.25

0.001 0.001

1 0.00 0.031

0.442

0.001 0.001

0.001

0.001 0.001

1 0.00 0.001

0.101

0.001

0.001 0.001

1 0.00 0.001

0.001

0.00 0.00 12

0.00 0.00

0.00

0.00 0.00

0.101

0.00 0.00 16 16

0.00

0.001 0.001

1 0.00 0.001

0.001

0.001 0.001

0.001

0.001 0.001

0.00 1 0.001

0.001

0.001 0.001 1

Spacing

Ht. (ft)

(in) o.c.

0.001 0.001 24

Wall

0.001 0.001 14 16

350S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-33 (33)

-43 (33)

350S137-mils (Fy) -54 (50)

-68 (50)

0.18 0.73 1.96 2.87 4.80 12

0.006 0.306 16

1.566

2.457

4.40

0.006 0.656

7 2.20

0.003 0.003 24

0.836

1.686

3.647

0.003 0.003

6 1.39 2.426

4.84

0.003 0.366 12

1.516 2.337

4.31

0.076

7 2.08

5.28

0.00 0.00 16

1.06

1.86

3.82

0.003 0.176

6 1.60 2.556 4.75

0.002 0.002 24

0.283 1.013

2.926

0.002 0.003

3 0.72 1.636

3.806

0.003 0.023 12

1.086 1.806

3.567

0.003 0.296

1.56 6 2.436

4.41

0.002 0.002 10 16

0.613 1.303

3.036

0.002 0.003

3 1.05 1.896

3.846

0.00 0.00 24

0.00 0.42

2.09

0.002 0.002

2 0.15 0.933

2.836

0.002 0.002 12

0.382

0.913

2.236

0.002 0.002

3 0.70 1.353

2.866

0.001 0.002 12 16

0.002

0.412

1.703

0.002 0.002

0.20 2 0.813

2.293

0.696

2.64

3.72 3.26

-97 (50)

0.436 1.117

3.06

6.15 5.69

0.00 0.00 24

0.00 0.00

0.78

0.00 0.00

1.292

0.00 0.00 12

0.00 0.29

1.29

0.001 0.002

2 0.13 0.602

1.753

0.001 0.001 14 16

1 0.00 0.002

0.792

0.001 0.001

2 0.00 0.092

1.212

0.001 0.001

1 0.00 0.001

0.001

0.001 0.001

1 0.00 0.001

0.282

0.00

0.66

0.00 0.00

0.00 0.11

0.992

0.00 0.00

0.20

0.001 0.001

1 0.00 0.001

0.492

0.001

0.001 0.001

1 0.00 0.001

0.001

0.00 0.00 12 1

0.00 0.00 16 16 1

0.001 0.001 24

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

1 2

2 2

1 1

1 0.00 0.001

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

-68 (50)

250S162-mils (Fy)

Allowable Combined Axial and Bending Loads 40psf lateral load Wall

Spacing

Ht. (ft)

(in) o.c.

362S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-33 (33)

362S162-mils (Fy) -43 (33)

-54 (50)

-68 (50)

-97 (50)

0.246 0.817 12

2.11

3.10

4.99

0.507

2.82

4.01

6.57

0.006 0.386 16

7 1.71

2.67

4.59

0.066 0.756

7 2.37

3.54

6.11

0.003 0.003 24

0.97 6 1.886

3.857

0.003 0.006

6 1.56 2.686

5.25

0.006 0.446 12

6 1.66 2.557

4.56

0.136 0.786

7 2.27

5.71

0.003 0.003 1.21 6 2.076 16

4.077

0.003 0.266

6 1.77 2.827

5.17

0.002 0.002 24

0.39 3 1.193

3.176

0.002 0.003

0.87 3 1.866

6 4.19

0.003 0.093 12

6 1.22 2.016

3.917

0.003

0.386

6 1.74 2.697

4.82

0.002 0.003 10 16

0.74 3 1.496

3.366

0.002 0.003

1.21 6 2.126

4.247

0.002 0.002 24

2 0.00 0.573

2.383

0.002 0.002

3 0.27 1.123

3.196

0.002 0.002 12

3 0.48 1.063

2.526

0.002 0.002

0.84 3 1.553

3.206

1.21

3.34

0.001 0.002 12 16

2 0.00 0.542

1.963

0.002 0.002

2 0.30 0.973

2.603

0.00 0.00 24

0.00 0.00

0.99

0.00 0.00

1.552

0.001 0.002 12

2 0.00 0.392

1.493

0.001 0.002

2 0.21 0.732

2.003

0.001 0.001 14 16

1 0.00 0.002

0.962

0.001 0.001

2 0.00 0.192

1.432

0.001 0.001

1 0.00 0.001

0.062

0.001 0.001

0.00 1 0.001

0.442

0.00 0.00 12

0.00 0.00

0.80

0.00 0.00

0.00 0.19

1.172

0.312

0.001 0.001

1 0.00 0.001

0.642

0.001

0.001 0.001

1 0.00 0.001

0.001

1 0.001 0.001 0.00 0.001 16 16

0.001 0.001 24

Wall

Spacing

Ht. (ft)

(in) o.c.

1 0.00 0.001

362S200-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

362S250-mils (Fy)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

0.747 12

1.71 3.65 5.18 8.17

2.03

4.19

6.08

9.59

4.67 7.68 0.256 1.207 3.14 16

1.47

3.64

5.50

9.07

0.003 0.266 24

7 0.456 2.62

4.43

8.09

4.37 7.14 0.32 1.21 2.97 12

1.49

5.15

8.44

0.006 0.646 16

6.57

7 0.866 2.86

4.49

7.83

0.003 0.003 1.36 6 2.736 24

5.517

6 6 3.30 6.70 0.006 1.72

6 0.006 0.746 2.32 3.587 12

6.10

7 0.976 2.81

5.47

6 7 3.54 6.60 0.286 2.12

0.00 0.13 10 16 3

6 2.19 3.727

6.76

6 2.40

3.79

1.71 2.95 6

3.49

4.24

7.28

0.002 0.002 24

3 0.64 1.853

4.346

3 2.27 6 5.386 0.003 0.91

3 0.002 0.003 1.21 2.196 12

4.176

6 6 0.063 1.53 2.64 5.107

3 0.002 0.002 0.60 1.553 12 16

3.516

3 6 0.002 0.83 1.91 4.386

0.00 0.00 24

0.00 0.45

2.36

2 3 0.002 0.00 0.65 3.113

0.002 0.002 12

2 0.43 1.183

2.713

3 0.002 0.61 1.46 3 3.406

2 0.001 0.002 0.00 0.582 14 16

2.083

2 2 0.002 0.00 0.77 2.713

0.001 0.001

0.00 1 0.002

1.002

2 2 0.001 0.00 0.00 1.502

0.00 0.00 12

0.00 0.50

1.70

2 2 0.002 0.00 0.66 2.213

0.001 0.001 16 16

1 0.00 0.002

1.122

2 0.001 0.00 0.02 2 1.552

0.001 0.001 24

0.00 1 0.001

0.111

1 1 0.001 0.00 0.00 0.432

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

Allowable Combined Axial and Bending Loads 40psf lateral load Wall

Spacing

Ht. (ft)

(in) o.c.

400S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-97 (50)

400S162-mils (Fy)

-33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

2.50

3.72

5.49

0.70 1.50 3.32 4.81 7.82

2.10

3.28

5.13

0.266

1.03

2.87

4.33

7.36

1.35 2.47

4.45

0.006 0.186

2.047

3.44

6.48

0.076 0.676 12

2.06

5.12

0.336 1.077

2.78

4.16

6.98

0.003 0.186 16

1.596 2.707

4.67

0.006 0.536

2.267

3.60

6.42

0.002 0.003 24

0.746 1.756

3.827

0.003 0.003

1.326 2.576

5.397

0.407 12

0.006 0.627 16

0.00 0.00 24

1.04

3.21

0.00 0.30 12

1.61 2.65

4.68

0.00 0.64

2.24

3.48

6.08

0.003 0.003 10 16

1.096 2.076

4.147

0.003 0.066

1.676 2.866

5.45

0.002 0.002 24

0.183 1.053

3.156

0.002 0.003

0.663 1.756

4.326

0.002 0.003 12

0.793 1.586

3.456

0.002 0.003

1.253 2.206

4.326

0.00 0.00 12 16

0.23 0.96

2.81

0.00 0.00

0.64 1.53

3.636

0.002 0.382

2.423

0.00 0.00 24

0.00

1.69

0.001 0.002

0.002 0.002 12

0.162 0.732

2.193

0.002 0.002

0.482 1.183

2.846

0.001 0.001 14 16

0.002 0.142

1.572

0.001 0.002

0.002 0.552

2.173

0.00 0.00

0.51

0.00 0.00

1.022

0.00 0.00 12

0.00 0.15

1.29

0.001 0.002

0.002 0.482

1.773

0.001 0.001 16 16

0.001 0.002

0.722

0.001 0.001

0.001 0.002

1.152

0.001 0.001

0.001

0.001 0.001

0.092

0.001 0.001 24

Wall

Spacing

Ht. (ft)

(in) o.c.

400S200-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-43 (33)

400S250-mils (Fy) -54 (50)

-68 (50)

-97 (50)

0.97 12

2.06

4.28

6.14

9.68

2.38

4.74

7.04

0.497 16

1.55

3.76

5.62

9.19

1.84

4.21

6.47

10.81

0.006 0.616 24

7 2.80

4.64

8.25

0.837

3.21

5.39

9.81

0.557 12

3.61

5.35

8.67

1.85

4.12

6.24

10.20

0.006 0.987 3.01 16

4.74 8.08

1.227

3.48

5.55

9.57

0.003 0.006 24

0.156 1.076 2.94 12

1.56

6 1.93 3.627

6.98

4.54 7.61

11.33

0.076 2.326 4.297

8.39

1.337

3.44

5.35

9.01

4.58

8.29

0.003 0.436 10 16

6 2.29 3.867

6.94

0.636 2.737

0.002 0.003 24

6 1.13 2.646

5.717

0.003 1.466 3.196

6.977

0.003 0.203 12

6 1.73 3.006

5.527

0.366 2.146 3.597

6.66

0.002 0.003 12 16

3 1.03 2.276

4.786

0.003 1.356 2.756

5.847

0.00 0.00 24

0.00 1.00

3.46

0.002 0.003 1.303

4.406

0.002 0.002 12

3 0.79 1.763

3.756

0.003 1.043 2.156

4.636

0.002 0.002 14 16

2 0.12 1.063

3.023

0.002 0.282 1.333

3.826

0.00 0.00

1.75

0.00 0.00 0.00

2.413

0.14 0.89

3.113

2.46

0.002 0.272 1.123

0.001 0.001 16 16

0.00 2 0.242

1.772

0.002 0.002 0.372

2.353

0.001 0.001 24

1 0.00 0.001

0.602

0.001 0.001 0.002

1.032

0.00 0.00 12 1

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

-68 (50)

Allowable Combined Axial and Bending Loads 40psf lateral load Wall Ht. (ft)

Spacing (in) o.c.

550S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-33 (33)

-43 (33)

550S162-mils (Fy) -54 (50)

-68 (50)

-97 (50)

0.89 12

1.71

3.17

4.43

6.89

1.35 2.41 4.70 6.55 10.41

0.57 16

1.42

2.91

4.18

6.64

0.98 2.06 4.36 6.21 10.08

0.007 24

0.84

2.40

3.69

6.16

0.26 1.37 3.69 5.56 9.42

0.62 12

1.46

2.94

4.21

6.66

1.03 2.09 4.36 6.23 10.08

0.23 16

1.09

2.61

3.89

6.35

0.57 1.65 3.93 5.80 9.65

0.006 0.397 24

1.98

3.27

5.74

0.82 3.11 4.98 8.80 0.006

0.34 12

1.18

2.68

3.95

6.40

0.69 1.74 3.95 5.85 9.69

0.006 0.747 10 16

2.28

3.55

6.01

1.22 3.43 5.33 9.14 0.167

2.80 0.00 0.00 1.52 24

3.33 0.00 0.58 2.08 12

5.25

0.006 0.266 2.467

4.32

8.09

5.74

0.006 0.997

4.76

8.67

3.01

5.18

0.003 0.346 2.356 4.077

7.88

3 1.786 0.002 0.003 0.56 24

4.136

0.002 0.003 1.166 2.806

7 6.43

0.00 0.00 1.42 2.61 12

4.93

0.00 0.26 2.05 3.59

6.96

3 0.002 0.003 0.78 1.946 14 16

4.216

0.002 0.003 1.313 2.796

6 6.03

0.002 0.002 0.00 2 0.743

2.913

0.002 0.002 0.002 1.383

6 4.39

0.002 0.002 0.75 3 1.853 12

4.036

0.002 0.003 1.193 2.486

6 5.29

0.00 0.00 0.05 1.09 16 16

3.18

0.00 0.00 0.42 1.64

0.00 0.00 0.00 0.00 24

1.71

0.001 0.002 0.002 0.202

6 2.787 0.003 0.016 1.54 12 16

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

2 1

2 2

3 2

4.31 6 3 2.62

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

Allowable Combined Axial and Bending Loads 40psf lateral load Wall

Spacing

Ht. (ft)

(in) o.c.

600S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-33 (33)

600S162-mils (Fy)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

0.97 12

1.73

3.15

4.40

6.99

1.47 2.53 4.79 6.65 10.61

0.68 16

1.44

2.90

4.16

6.78

1.12 2.20 4.48 6.35 10.32

0.11 24

0.88

2.41

3.68

6.36

0.45 1.58 3.89 5.77 9.74

0.73 12

1.48

2.93

4.18

6.80

1.18 2.25 4.51 6.38 10.34

0.37 16

1.13

2.62

3.88

6.53

0.75 1.85 4.13 6.00 9.96

0.006 24

0.43

2.01

3.27

6.00

1.07 3.38 5.25 9.22 0.007

0.47 12

1.22

2.69

3.94

6.58

0.86 1.94 4.20 6.06 10.01

0.047 0.78 10 16

2.31

3.56

6.24

0.36 1.46 3.73 5.59 9.53

0.006 0.006 24

1.577 2.82 5.58 0.006 0.547 2.82 4.68 8.61

1.24 3.43 5.29 9.18 0.006 0.637 2.13 3.36 6.03 0.196 12 2.787 4.63 8.48 1.607 2.82 5.54 0.006 0.616 0.006 0.066 12 16

0.003 0.003 24

0.636

7 0.003 0.006 1.826 4.60

1.596 3.396 7.17

0.003 0.016 1.506 12

2.687 5.35 0.006 0.526

2.496

0.002 0.003 0.846 2.006 14 16 24

0.002 0.002

0.003

0.003 0.003

4.21

8.09

1.736 3.416 7.17

6 0.002 0.002 0.383 1.956 5.516 0.773 3.49

0.00 0.00 0.85 12

1.956

4.56 6

0.003 0.003

1.606 3.096 6.447

0.002 0.002 16 16

1.163

3.76 6

0.002 0.002

0.783 2.216 5.426

0.002 0.002

2.34 3

0.002 0.002

0.002 0.673 3.643

0.001 0.002 24

Wall

Spacing

Ht. (ft)

(in) o.c.

0.103

600S200-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-43 (33)

600S250-mils (Fy) -54 (50)

-68 (50)

-97 (50)

1.88 12

3.27

6.42

9.00

14.67

3.59 6.63 9.96

17.19

1.52 16

2.88

6.03

8.63

14.30

3.19 6.26 9.55

16.78

0.81 24

2.13

5.27

7.92

13.58

2.42 5.52 8.75

15.97

1.56 12

2.91

5.98

8.54

14.12

3.22 6.22 9.45

16.51

1.12 16

2.43

5.49

8.08

13.65

2.73 5.75 8.93

15.99

0.26 24

1.51

4.55

7.18

12.73

1.78 4.83 7.93

14.96

1.22 12

2.51

5.49

8.01

13.47

2.82 5.75 8.86

15.72

0.69 1.94 10 16

4.90

7.45

12.89

2.23 5.18 8.23

15.07

0.006 24

0.86

3.78

6.37

11.76

1.11 4.08 7.02

13.82

0.507 12

1.66

4.37

6.77

11.86

1.94 4.69 7.51

13.82

0.006 0.927 12 16

3.60

6.01

11.05

1.17 3.92 6.65

12.92

9.52

0.006 2.507

11.23

9.97

1.037 3.56 6.02

11.64

8.96

0.126 2.646

10.53

6 4.607 0.003 0.006 2.19 24

0.006 0.796 3.19 7 12

5.39

6 4.487 0.003 0.006 2.30 14 16

5.07 4.99

3 6 2.856 7.15 0.002 0.003 0.71

0.003 0.996 3.136

8.517

0.00 0.01 2.09 4.03 8.01 12

0.176 2.476 4.567

9.40

3 6 3.056 6.89 0.002 0.003 1.14 16 16

0.003 1.466 3.436

8.177

0.002 0.003 1.433

5.996

2 0.002 0.002 0.00 1.323 24

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

4.94 6

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

4.70 7

Allowable Combined Axial and Bending Loads 40psf lateral load Wall Ht. (ft)

Spacing (in) o.c.

800S137-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-33 (33)

800S162-mils (Fy)

-43 (33)

-54 (50)

-68 (50)

1.14 12

1.88

3.12

4.32

6.81

1.71

2.70

4.84

6.67

10.69

0.92 16

1.67

2.95

4.16

6.66

1.46

2.45

4.62

6.45

10.48

0.50 24

1.26

2.62

3.84

6.36

0.95

1.97

4.17

6.02

10.05

0.96 12

1.71

2.98

4.18

6.68

1.50

2.50

4.65

6.48

10.51

0.69 16

1.45

2.77

3.98

6.49

1.18

2.19

4.37

6.21

10.23

0.16 24

0.94

2.35

3.57

6.11

0.55

1.57

3.80

5.65

9.69

0.77 12

1.52

2.83

4.03

6.54

1.27

2.27

4.43

6.27

10.29

0.44 1.20 10 16

2.56

3.78

6.30

0.88

1.89

4.08

5.92

9.95

0.00 24

0.58

2.04

3.28

5.82

0.11

1.14

3.39

5.24

9.27

0.33 12

1.09

2.46

3.67

6.19

0.74

1.74

3.93

5.76

9.77

0.00 0.64 12 16

2.08

3.30

5.84

0.20

1.21

3.42

5.26

9.27

0.006 0.007 24

1.35

2.59

5.14

0.006

0.18

2.44

4.29

8.28

0.007 12

0.59

2.02

3.24

5.76

0.157

1.14

3.32

5.14

9.12

0.006 0.017 14 16

1.52

2.74

5.27

0.006 0.457

2.65

4.47

8.42

4.34

0.003 0.006

1.396

3.18

7.09

5.24

0.006 0.497

2.63

4.42

8.33

3.57

7.43

0.003 0.006

6 0.57 1.807

0.00 0.06 12

1.53

0.003 0.006 16 16

6 0.91 2.117

4.62

0.003 0.006

1.816

0.002 0.003 24

3 0.00 0.946

3.436

0.002 0.003

0.296 2.006

Wall

Spacing

Ht. (ft)

(in) o.c.

2.73

800S200-mils (Fy) -33 (33)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-43 (33)

7 5.74

800S250-mils (Fy) -54 (50)

-68 (50)

-97 (50)

2.23 12

3.71 6.99

9.60

15.33

4.10 7.42

11.00 18.99

1.96 16

3.42 6.71

9.34

15.08

3.80 7.13

10.70 18.69

1.41 24

2.85 6.15

8.83

14.59

3.21 6.57

10.10 18.11

2.01 12

3.47 6.75

9.38

15.11

3.84 7.14

10.70 18.65

1.66 16

3.11 6.39

9.05

14.79

3.46 6.78

10.32 18.27

0.98 24

2.39 5.67

8.39

14.16

2.72 6.07

9.55 17.51

1.75 12

3.20 6.47

9.12

14.85

3.55 6.83

10.35 18.24

1.33 2.75 6.02 10 16

8.70

14.45

3.09 6.38

9.87 17.77

0.51 24

1.88 5.14

7.89

13.66

2.18 5.51

8.93 16.83

1.17 12

2.57 5.81

8.49

14.22

2.87 6.08

9.50 17.23

0.59 1.94 5.16 12 16

7.89

13.63

2.23 5.45

8.82 16.53

0.007 0.74 3.92 24

6.72

12.46

0.98 4.23

7.48 15.17

0.52 12

1.83 4.94

7.66

13.41

2.10 5.18

8.42 15.84

0.007 1.03 4.10 14 16

6.85

12.58

1.27 4.36

7.51 14.89

10.99

0.007 2.81

5.79 13.08

12.09

1.27 4.19

7.15 14.08

11.04

0.297 3.20

6.05 12.90

0.91

0.006 1.386

4.017 10.70

0.006 0.006 2.527 5.31

0.006 12

1.03 3.91

6.52

0.006 0.096 2.917 5.53 16 16

0.003 0.006 1.096 3.716 24

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

-97 (50)

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

Allowable Combined Axial and Bending Loads 40psf lateral load Wall

Spacing

Ht. (ft)

(in) o.c.

1000S162-mils (Fy) -43 (33)

-54 (50)

-68 (50)

-97 (50)

-43 (33)

-54 (50)

-68 (50)

-97 (50)

-43 (33)

1000S250-mils (Fy) -54 (50)

-68 (50)

-97 (50)

2.77 4.75 6.52 10.45 12

3.84 7.03 9.55 15.24

4.33 7.67 11.30 19.32

2.57 4.58 6.36 10.29 16

3.62 6.81 9.34 15.04

4.09 7.45 11.06 19.09

2.19 4.24 6.03 9.98 24

3.17 6.37 8.92 14.64

3.62 7.00 10.59 18.65

2.61 4.61 6.39 10.32 12

3.66 6.84 9.37 15.07

4.13 7.49 11.10 19.13

2.36 4.39 6.18 10.12 16

3.37 6.57 9.11 14.81

3.83 7.20 10.80 18.84

1.88 3.96 5.76 9.72 24

2.80 6.02 8.57 14.30

3.23 6.63 10.21 18.27

2.43 4.45 6.23 10.17 12

3.45 6.64 9.17 14.88

3.91 7.28 10.88 18.91

2.13 4.18 5.97 9.92 10 16

3.10 6.29 8.84 14.55

3.54 6.92 10.50 18.55

1.53 3.65 5.46 9.43 24

2.40 5.61 8.18 13.91

2.80 6.22 9.76 17.84

2.02 4.08 5.87 9.82 12

2.96 6.15 8.70 14.41

3.40 6.77 10.34 18.38

1.59 3.69 5.49 9.45 12 16

2.46 5.65 8.21 13.93

2.87 6.26 9.80 17.85

0.75 2.92 4.75 8.74 24

1.47 4.67 7.26 12.99

1.82 5.25 8.72 16.80

1.54 3.63 5.43 9.38 12

2.39 5.56 8.12 13.82

2.78 6.14 9.66 17.71

0.96 3.10 4.92 8.88 14 16

1.72 4.89 7.45 13.16

2.07 5.44 8.92 16.97

0.00 2.08 3.91 7.90

0.42 3.58 6.16 11.86

0.70 4.10 7.47 15.52

1.00 3.11 4.91 8.86 12

1.74 4.87 7.42 13.10

2.08 5.35 8.77 16.70

0.28 2.44 4.25 8.20 16 16

0.90 4.01 6.56 12.23

1.19 4.47 7.81 15.73

0.00 1.15 2.97 6.92 24

0.00 2.37 4.91 10.54

0.00 2.80 5.98 13.86

Wall

Spacing

Ht. (ft)

(in) o.c.

1200S162-mils (Fy) -54 (50)

-68 (50)

-97 (50)

1200S200-mils (Fy) -54 (50)

-68 (50)

-97 (50)

-54 (50)

1200S250-mils (Fy) -68 (50)

-97 (50)

4.59 6.28 10.05 12

6.27 9.22 15.04

7.25 10.64 18.99

4.45 6.15 9.93 16

6.12 9.06 14.88

7.08 10.46 18.80

4.17 5.89 9.69 24

5.80 8.73 14.56

6.74 10.10 18.42

4.48 6.17 9.95 12

6.15 9.09 14.91

7.11 10.49 18.83

4.30 6.01 9.80 16

5.95 8.88 14.70

6.90 10.26 18.59

3.95 5.67 9.49 24

5.55 8.45 14.29

6.47 9.80 18.10

4.35 6.05 9.84 12

6.01 8.93 14.76

6.96 10.32 18.65

4.13 5.85 9.65 10 16

5.76 8.67 14.50

6.70 10.04 18.35

3.70 5.43 9.26 24

5.27 8.15 13.99

6.16 9.47 17.74

4.05 5.77 9.57 12

5.68 8.57 14.40

6.61 9.93 18.22

3.74 5.47 9.29 12 16

5.33 8.19 14.02

6.23 9.51 17.78

3.11 4.87 8.73 24

4.62 7.43 13.28

5.46 8.70 16.90

3.69 5.43 9.25 12

5.30 8.13 13.96

6.20 9.45 17.69

3.27 5.02 8.86 14 16

4.81 7.60 13.44

5.68 8.88 17.08

2.42 4.21 8.10

3.85 6.57 12.42

4.63 7.77 15.86

3.28 5.03 8.87 12

4.85 7.61 13.43

5.72 8.88 17.06

2.72 4.49 8.36 16 16

4.22 6.92 12.75

5.04 8.14 16.24

1.64 3.45 7.36 24

2.96 5.58 11.41

3.68 6.69 14.64

NOTES: 1 Deflection exceeds L/120 3 Deflection exceeds L/360

7 Deflection exceeds L/720 Lateral Load Multiplier - Strength = 1 Lateral Load Multiplier - Deflection = 1.0

2 Deflection exceeds L/240 6 Deflection exceeds L/600 Axial Load Multiplier = 1

1000S200-mils (Fy)

™

Allowable Floor Joist Heights BridgingFor andNon-Axial Bracing Requirements Load Bearing Wall

Floor Joist Bridging and Bracing Notes: 1. Bracing members shall be designed in accordance with section D3 of AISI S100. 2. Minimum number of rows required is shown in table, additional rows of bridging may be required by design. 3. All connections MUST be designed by a licensed professional engineer.

Span (ft)

Minimum Number of Rows

Up to 16’

1 row at the mid-span

16’ to 24’

2 rows at 1/3 points

24’ to 32’

3 rows at 1/4 points

Over 32’

Consult your Engineer of Record

™

Allowable Floor Joist Heights Span Tables For Non-Axial Load Bearing Wall

Floor Joist Span Table Notes 1. 2. 3. 4. 5. 6.

Spans are based on continuous support of compression flange over the full length of the joist. Spans are based on tension flange laterally braced at maximum spacing of 8’-0”. Joists must be braced against rotation at all supports. End shear and web crippling capacity have not been reduced for punchouts. End web crippling check is based on 3-1/2” end bearing. “e” indicates web stiffeners are required at end supports.

7. Web stiffeners are required at interior support. Combined bending and web crippling check is not required when web stiffener is provided. 8. Shear capacity at interior support has been reduced for the presence of punchouts adjacent to the supports. Combined bending and shear check is based on unreinforced web in accordance with section C3.3.1 of AISI S100. 9 Total load deflection limited to L/240. Live load deflection limit as noted. 10. Alternate span live loading has been considered for two equal span conditions. 11. Stud distortional buckling based on assumed KΦ=0.

Allowable Floor Joist Spans 10 psf Dead Load and 20 psf Live Load L/360 Live Load Deflection Section

Single Span

Two Equal Spans

(Ksi)

Spacing (in)

12 600S162-33 600S200-33 600S162-43 600S200-43 600S250-43 600S162-54 600S200-54 600S250-54 600S300-54 600S162-68 600S200-68 600S250-68 600S300-68 600S162-97 600S200-97 600S250-97 600S300-97 800S162-33 800S200-33 800S162-43 800S200-43 800S250-43 800S162-54 800S200-54 800S250-54 800S300-54 800S162-68 800S200-68 800S250-68 800S300-68 800S162-97 800S200-97 800S250-97 800S300-97 1000S162-43 1000S200-43 1000S250-43 1000S162-54 1000S200-54 1000S250-54 1000S300-54 1000S162-68 1000S200-68 1000S250-68 1000S300-68 1000S162-97 1000S200-97 1000S250-97 1000S300-97 1200S162-54 1200S200-54 1200S250-54 1200S300-54 1200S162-68 1200S200-68 1200S250-68 1200S300-68 1200S162-97 1200S200-97 1200S250-97 1200S300-97

L/480 Live Load Deflection

33 33 33 33 33 50 50 50 50 50 50 50 50 50 50 50 50 33 33 33 33 33 50 50 50 50 50 50 50 50 50 50 50 50 33 33 33 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50

14’ 6” 15’ 5” 17’ 2” 18’ 0” 18’ 10” 18’ 5” 19’ 4” 20’ 3” 20’ 8” 19’ 8” 20’ 9” 21’ 9” 22’ 6” 21’ 10” 23’ 0” 24’ 2” 25’ 2” 16’ 8” e 17’ 11” e 20’ 2” 21’ 7” 22’ 1” 23’ 1” 24’ 3” 25’ 4” 25’ 11” 24’ 11” 26’ 1” 27’ 3” 28’ 1” 27’ 8” 29’ 0” 30’ 4” 31’ 5” 22’ 4” e 24’ 1” e 24’ 9” e 27’ 5” 28’ 8” 30’ 3” 31’ 1” 29’ 9” 31’ 1” 32’ 6” 33’ 6” 33’ 4” 34’ 9” 36’ 3” 37’ 7” 31’ 8” e 33’ 0” e 34’ 4” e 36’ 0” e 34’ 5” 35’ 10” 37’ 3” 38’ 9” 38’ 10” 40’ 5” 42’ 0” 43’ 5”

16 12’ 6” e 13’ 4” e 15’ 6” 16’ 0” 16’ 5” 16’ 8” 17’ 7” 18’ 4” 18’ 10” 17’ 11” 18’ 10” 19’ 9” 20’ 5” 19’ 10” 20’ 11” 21’ 11” 22’ 10” 14’ 5” e 15’ 6” e 17’ 5” 18’ 8” 19’ 2” e 20’ 11” 22’ 1” 23’ 0” 23’ 7” 22’ 7” 23’ 8” 24’ 9” 25’ 6” 25’ 1” 26’ 4” 27’ 6” 28’ 7” 19’ 4” e 20’ 10” e 21’ 5” e 24’ 11” 26’ 1” 27’ 5” 28’ 3” 27’ 0” 28’ 3” 29’ 6” 30’ 5” 30’ 3” 31’ 7” 32’ 11” 34’ 1” 27’ 10” e 30’ 0” e 31’ 2” e 31’ 9” e 31’ 3” 32’ 6” 33’ 10” 35’ 3” 35’ 3” 36’ 9” 38’ 2” 39’ 6”

24 10’ 3” e 10’ 11” e 12’ 8” 13’ 0” 13’ 5” e 14’ 7” 15’ 4” 16’ 0” 16’ 5” 15’ 8” 16’ 5” 17’ 3” 17’ 10” 17’ 4” 18’ 3” 19’ 2” 19’ 11” 11’ 10” e 12’ 8” e 14’ 3” e 15’ 3” e 15’ 7” e 18’ 3” 19’ 3” 20’ 1” 20’ 7” 19’ 9” 20’ 8” 21’ 7” 22’ 3” 21’ 11” 23’ 0” 24’ 1” 24’ 11” 15’ 9” e 17’ 0” e 17’ 6” e 21’ 2” 22’ 9” 23’ 4” 23’ 8” 23’ 7” 24’ 8” 25’ 9” 26’ 7” 26’ 5” 27’ 7” 28’ 9” 29’ 10” 22’ 9” e 24’ 7” e 25’ 5” e 25’ 11” e 27’ 1” 28’ 5” 29’ 7” 30’ 8” 30’ 10” 32’ 1” 33’ 4” 34’ 6”

12 14’ 6” i 15’ 5” i 17’ 11” i 18’ 5” i 18’ 11” i 20’ 8” 21’ 8” 22’ 8” 23’ 3” 22’ 2” 23’ 3” 24’ 5” 25’ 3” 24’ 6” 25’ 10” 27’ 2” 28’ 3” 16’ 8” a 17’ 11” a 20’ 2” i 21’ 7” i 22’ 1” i 25’ 11’’ i 27’ 3” 28’ 5” i 29’ 1” i 27’ 11” 29’ 3” 30’ 7” 31’ 7” 31’ 1” 32’ 7” 34’ 0” 35’ 4” 22’ 4” a 24’ 1” a 24’ 9” a 29’ 11” i 32’ 2” i 33’ 0” i 33’ 6” i 33’ 5” 34’ 10” 36’ 6” 37’ 7” 37’ 5” 39’ 1” 40’ 8” 42’ 2” 32’ 2” a 34’ 10” a 36’ 0” a 36’ 8” a 38’ 4” i 40’ 3” i 41’ 10” i 43’ 4” i 43’ 7” 45’ 5” 47’ 2” 48’ 9”

16 12’ 6” i 13’ 4” i 15’ 6” i 16’ 0” i 16’ 5” i 18’ 9” 19’ 8” 20’ 8” i 21’ 1” i 20’ 1” 21’ 2” 22’ 2” 22’ 11” 22’ 3” 23’ 6” 24’ 8” 25’ 8” 14’ 5” a 15’ 0” a 17’ 5” i 18’ 8” i 19’ 2” i 23’ 4” i 24’ 9” i 25’ 6” i 25’ 10” i 25’ 5” 26’ 7” 27’ 9” 28’ 8” 28’ 2” 29’ 7” 30’ 11” 32’ 1” 19’ 4” a 20’ 10” a 21’ 5” a 25’ 11” i 27’ 10” i 28’ 7” i 29’ 0” i 30’ 4” i 31’ 8” i 33’ 2” i 34’ 2” i 34’ 0” 35’ 6” 36’ 11” 38’ 4” 27’ 10” a 30’ 2” a 31’ 2” a 31’ 9” a 33’ 2” i 35’ 8” i 36’ 10” i 37’ 7” i 39’ 7” 41’ 3” 42’ 10” 44’ 4”

Two Equal Spans

Single Span Spacing (in) 24 10’ 3” i 10’ 11” a 12’ 8” i 13’ 0” i 13’ 5” i 16’ 4” i 17’ 3” i 17’ 10” i 18’ 1” i 17’ 7” 18’ 6” 19’ 4” 20’ 0” i 19’ 6” 20’ 6” 21’ 6” 22’ 5” 10’ 9” a 11’ 1” a 14’ 3” i 15’ 3” i 15’ 7” i 19’ 1” i 20’ 4” i 20’ 10” i 21’ 1” i 22’ 2” i 23’ 3” i 24’ 3” i 24’ 9” i 24’ 8” 25’ 10” 27’ 0” 28’ 0” 15’ 9” a 17’ 0” a 17’ 5” a 21’ 2” i 22’ 9” i 23’ 4” i 23’ 8” i 25’ 0” i 26’ 9” i 27’ 6” i 27’ 11” i 29’ 8” 31’ 0” 32’ 3” 33’ 6” 22’ 9” a 24’ 7” a 25’ 5” a 25’ 11” a 27’ 1” i 29’ 1” i 30’ 1” i 30’ 8” i 34’ 7” i 36’ 0” i 37’ 5” i 38’ 8” i

“e” Requires web stiffeners at end supports Interior Bearing Length = 3.5” “i” Requires web stiffeners at interior supports End Bearing Length = 3.5” “a” Requires web stiffeners at all supports Alternate Span Loading Considered Studs considered unpunched for web crippling and shear

12 14’ 3” 15’ 0” 15’ 7” 16’ 4” 17’ 1” 16’ 8” 17’ 7” 18’ 4” 18’ 10” 17’ 11” 18’ 10” 19’ 9” 20’ 5” 19’ 10” 20’ 11” 21’ 11” 22’ 10” 16’ 8” e 17’ 11” e 19’ 6” 20’ 6” 21’ 5” 20’ 11” 22’ 1” 23’ 0” 23’ 7” 22’ 7” 23’ 8” 24’ 9” 25’ 6” 25’ 1” 26’ 4” 27’ 6” 29’ 7” 22’ 4” e 24’ 1” e 24’ 9” e 24’ 11” 26’ 1” 27’ 5” 28’ 3” 27’ 0” 28’ 3” 29’ 6” 30’ 5” 30’ 3” 31’ 7” 32’ 11” 34’ 1” 28’ 9” e 30’ 0” e 31’ 2” e 32’ 9” e 31’ 3” 32’ 6” 33’ 10” 35’ 3” 35’ 3” 36’ 9” 38’ 2” 39’ 6”

16 12’ 6”e 13’ 4” e 14’ 2” 14’ 10” 15’ 7” 15’ 2” 15’ 11” 16’ 8” 17’ 1” 16’ 3” 17’ 1” 17’ 11” 18’ 7’’ 18’ 0” 19’ 0” 19’ 11” 20’ 9’’ 14’ 5” e 15’ 6” e 17’ 5” 18’ 8” 19’ 2” e 19’ 0” 20’ 0” 20’ 11” 21’ 5” 20’ 6” 21’ 6” 22’ 5” 23’ 2” 22’ 10” 23’ 11” 25’ 0” 25’ 11” 19’ 4” e 20’ 10” e 21’ 5” e 22’ 8” 23’ 8” 24’ 11” 25’ 8” 24’ 7” 25’ 8” 26’ 10” 27’ 8” 27’ 6” 28’ 9” 29’ 11” 31’ 0” 26’ 2” e 27’ 3” e 28’ 4” e 29’ 9” e 28’ 5” 29’ 7” 30’ 9” 32’ 0” 32’ 1” 33’ 4” 34’ 8” 35’ 10”

Spacing (in) 24 10’ 3”e 10’ 11” e 12’ 4” 13’ 0” 13’ 5” e 13’ 3” 13’ 11” 14’ 7” 14’ 11” 14’ 2” 14’ 11” 15’ 8” 16’ 3” 15’ 9” 16’ 7” 17’ 5” 18’ 1” 11’ 10” e 12’ 8’’ e 14’ 3” e 15’ 3” e 15’ 7” e 16’ 7” 17’ 6” 18’ 3” 18’ 8” 17’ 11” 18’ 9” 19’ 7” 20’ 3” 19’ 11’’ 20’ 11” 21’ 10” 22’ 8” 15’ 9’’ e 17’ 0” e 17’ 6” e 19’ 9” 20’ 8” 21’ 9” 22’ 5” 21’ 5” 22’ 5” 23’ 5” 24’ 2” 24’ 0” 25’ 1” 26’ 1” 27’ 1” 22’ 9” e 23’ 9” e 24’ 9” e 25’ 11” e 24’ 9” 25’ 10” 26’ 10” 27’ 11” 28’ 0” 29’ 2” 30’ 3” 31’ 4”

12 14’ 6”i 15’ 5” i 17’ 6” i 18’ 4” i 18’ 11” i 18’ 9” 19’ 8” 20’ 8” 21’ 1” 20’ 1” 21’ 2” 22’ 2” 22’ 11” 22’ 3” 23’ 6” 24’ 8” 25’ 8” 16’ 8” a 17’ 11” a 20’ 2” i 21’ 7” i 22’ 1” i 23’ 6” 24’ 9” 25’ 10” 26’ 5” 25’ 5” 26’ 7” 27’ 9” 28’ 8” 28’ 2” 29’ 7” 30’ 11” 32’ 1” 22’ 4” a 24’ 1” a 24’ 9” a 28’ 0” i 29’ 3” i 30’ 10” i 31’ 8” i 30’ 4” 31’ 8” 33’ 2” 34’ 2” 34’ 0” 35’ 6” 36’ 11” 38’ 4” 32’ 2” a 33’ 8” a 35’ 0” a 36’ 8” a 35’ 1” 36’ 6” 38’ 0” 39’ 7” 39’ 7” 41’ 3” 42’ 10” 44’ 4”

16 12’ 6”i 13’ 4” i 15’ 6” i 16’ 0” i 16’ 5” i 17’ 0” 17’ 11” 18’ 9” 19’ 2” 18’ 3” 19’ 3” 20’ 2” 20’ 10” 20’ 3” 21’ 4” 22’ 5” 23’ 4” 14’ 5” a 15’ 0” a 17’ 5” i 18’ 8” i 19’ 2” i 21’ 4” i 22’ 6” 23’ 6” i 24’ 0” i 23’ 1” 24’ 2” 25’ 3” 26’ 0” 25’ 7” 26’ 10” 28’ 1’’ 29’ 2” 19’ 4” a 20’ 10” a 21’ 5” a 25’ 5” i 26’ 7” i 28’ 0” i 28’ 9” i 27’ 7” 28’ 9” 30’ 1” 31’ 0” 30’ 10” 32’ 3” 33’ 7” 34’ 10” 27’ 10” a 30’ 2” a 31’ 2” a 31’ 9” a 31’ 10” i 33’ 2” i 34’ 6” i 35’ 11” i 36’ 0” 37’ 6” 38’ 11” 40’ 3”

24 10’ 3”i 10’ 11” a 12’ 8” i 13’ 0” i 13’ 5” i 14’ 10” 15’ 8” i 16’ 4” i 16’ 9” i 15’ 11” 16’ 9” 17’ 7” 18’ 2” 17’ 8” 18’ 8” 19’ 7” 20’ 4” 10’ 9” a 11’ 1” a 14’ 3” i 15’ 3” i 15’ 7” i 18’ 8” i 19’ 8” i 20’ 6” i 21’ 0” i 20’ 2” 21’ 1” 22’ 0” 22’ 6” i 22’ 5” 23’ 6” 24’ 6” 25’ 5” 15’ 9” a 17’ 0” a 17’ 5’’ a 21’ 2” i 22’ 9” i 23’ 4” i 23’ 8” i 24’ 1” i 25’ 2” i 26’ 4” i 27’ 11” i 26’ 11” 28’ 2” 29’ 4” 30’ 5” 22’ 9” a 24’ 7’’ a 25’ 5” a 25’ 11” a 27’ 1” i 29’ 0” i 30’ 1” i 30’ 8” i 31’ 5” 32’ 9” 34’ 0” 35’ 2”

Allowable Floor Joist Spans 10 psf Dead Load and 30 psf Live Load Allowable Floor Joist Spans 10 psf Dead Load and 30 psf Live Load L/360 Live Load Deflection Section

Single Span

Two Equal Spans

(Ksi)

Spacing (in)

L/480 Live Load Deflection

33 33 33 33 33 50 50 50 50 50 50 50 50 50 50 50 50 33 33 33 33 33 50 50 50 50 50 50 50 50 50 50 50 50 33 33 33 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50

16 10’ 10” e 11’ 7” e 13’ 5” 13’ 10” 14’ 2” 14’ 7” 15’ 4” 16’ 0” 16’ 5” 15’ 8” 16’ 5” 17’ 3” 17’ 10” 17’ 4” 18’ 3” 19’ 2” 19’ 11” 12’ 6” e 13’ 5” e 15’ 1” e 16’ 2” e 16’ 7” e 18’ 3” 19’ 3” 20’ 1” 20’ 7” 19’ 9” 20’ 9” 21’ 7” 22’ 3” 21’ 11” 23’ 0” 24’ 1” 24’ 11” 16’ 9” e 18’ 0” e 18’ 7” e 21’ 9” 22’ 9” 24’ 0” 24’ 8” 23’ 7” 24’ 8” 25’ 9” 26’ 7” 26’ 5” 27’ 7” 28’ 9” 29’ 10” 24’ 2” e 26’ 1” e 27’ 0” e 27’ 6” e 27’ 3” 28’ 5” 29’ 7” 30’ 9” 30’ 10” 32’ 1” 33’ 4” 34’ 6”

24 8’ 10” e 9’ 5” e 10’ 11” e 11’ 3” e 11’ 7” e 12’ 9” 13’ 5” 14’ 0” 14’ 4” 13’ 8” 14’ 4” 15’ 1” 15’ 7” 15’ 2” 15’ 11” 16’ 9” 17’ 5” 10’ 3” e 11’ 0” e 12’ 4” e 13’ 2” e 13’ 6” e 16’ 0” 16’ 10” 17’ 7” 18’ 0” 17’ 3” 18’ 1” 18’ 10” 19’ 6” 19’ 2” 20’ 1” 21’ 0” 21’ 10” 13’ 8” e 14’ 9” e 15’ 2” e 18’ 4” 19’ 8” 20’ 2” 20’ 6” 20’ 7” 21’ 6” 22’ 6” 23’ 3” 23’ 1” 24’ 1” 25’ 1” 26’ 0” 19’ 8” e 21’ 4” e 22’ 0” e 22’ 5’’ e 23’ 5” 24’ 10” 25’ 10” 26’ 6” 26’ 11” 28’ 0” 29’ 1” 30’ 1”

12 12’ 6” i 13’ 4” i 15’ 6” i 16’ 0” i 16’ 5” i 18’ 0” 18’ 11” 19’ 10” 20’ 4” 19’ 4” 20’ 4” 21’ 4” 22’ 1” 21’ 5” 22’ 7” 23’ 8” 24’ 8” 14’ 5” a 15’ 0” a 17’ 5” i 18’ 8” i 19’ 2” i 22’ 7” i 23’ 10” i 24’ 10” i 25’ 5” i 24’ 5” 25’ 7” 26’ 8” 27’ 7” 27’ 1” 28’ 5” 29’ 9” 30’ 10” 19’ 4” a 20’ 10” a 21’ 5” a 25’ 11” i 27’ 10” i 28’ 7” i 29’ 0” i 29’ 2” 30’ 5” 31’ 10” 32’ 10” i 32’ 8” 34’ 1” 35’ 6” 36’ 10” 27’ 10” a 30’ 2’’ a 31’ 2” a 31’ 9” a 33’ 2” i 35’ 2” i 36’ 6” i 37’ 7” i 38’ 1” 39’ 8” 41’ 2” 42’ 7”

16 10’ 10” i 11’ 7” i 13’ 5” i 13’ 10” i 14’ 2” i 16’ 4” 17’ 3” i 18’ 0” i 18’ 5” i 17’ 7” 18’ 6” 19’ 4” 20’ 0” 19’ 6” 20’ 6” 21’ 6” 22’ 5” 11’ 9” a 12’ 2” a 15’ 1” i 16’ 2” i 16’ 7” i 20’ 3” i 21’ 7” i 22’ 1” i 22’ 5” i 22’ 2” 23’ 3” 24’ 3” i 25’ 0” i 24’ 8” 25’ 10” 27’ 0” 28’ 0” 16’ 9” a 18’ 0” a 18’ 7” a 22’ 5” i 24’ 1” i 24’ 9” i 25’ 2” i 26’ 6” i 27’ 8” i 28’ 11” i 29’ 7’’ i 29’ 8” 31’ 0” 32’ 3” 33’ 6” 24’ 2” a 26’ 1” a 27’ 0” a 27’ 6” a 28’ 9” i 30’ 11” i 31’ 11” i 32’ 6” i 34’ 7” 36’ 0” 37’ 5” 38’ 8”

Two Equal Spans

Single Span Spacing (in) 24 8’ 10” a 9’ 5” i 10’ 11” i 11’ 3” i 11’ 7” i 14’ 4” i 15’ 0” i 15’ 5” i 15’ 8” i 15’ 4” 16’ 2” 16’ 11” i 17’ 6” i 17’ 0” 17’ 11” 18’ 10” 19’ 7’’ 8’ 8” a 8’ 11” a 12’ 4” i 13’ 2” a 13’ 6” a 16’ 6” i 17’ 7” i 18’ 0” i 18’ 3” i 19’ 4” i 20’ 3” i 21’ 1” i 21’ 5” i 21’ 6” 22’ 7” 23’ 7” 24’ 6” 13’ 4” a 13’ 9” a 14’ 2” a 18’ 4” i 19’ 8” i 20’ 2” i 20’ 6” i 21’ 8” i 23’ 2” i 23’ 9” i 24’ 2” i 25’ 11” 27’ 1” 28’ 2” 29’ 3” 19’ 8” a 21’ 3” a 21’ 6” a 21’ 10” a 23’ 5’’ i 25’ 3” i 26’ 0” i 26’ 6” i 30’ 3” i 31’ 6” i 32’ 8” i 33’ 10’’ i

12 12’ 6” e 13’ 1” e 13’ 7” 14’ 3” 14’ 11” 14’ 7” 15’ 4” 16’ 0” 16’ 5” 15’ 8” 16’ 5” 17’ 3” 17’ 10” 17’ 4” 18’ 3” 19’ 2” 19’ 11” 14’ 5” e 15’ 6” e 17’ 0” 17’ 11” 18’ 8” 18’ 3” 19’ 3” 20’ 1” 20’ 7” 19’ 9” 20’ 8” 21’ 7” 22’ 3” 21’ 11” 23’ 0” 24’ 1” 24’ 11” 19’ 4” e 20’ 10” e 21’ 5” e 21’ 9” 22’ 9” 24’ 0” 24’ 8” 23’ 7” 24’ 8” 25’ 9” 26’ 7” 26’ 5” 27’ 7” 28’ 9” 29’ 10” 25’ 1” e 26’ 2” e 27’ 3” e 28’ 7” e 27’ 3” 28’ 5” 29’ 7” 30’ 9” 30’ 10” 32’ 1” 33’ 4” 34’ 6”

16 10’ 10’’ e 11’ 7” e 12’ 4” 13’ 0” 13’ 7” 13’ 3” 13’ 11” 14’ 7” 14’ 11” 14’ 2” 14’ 11” 15’ 8” 16’ 3” 15’ 9” 16’ 7” 17’ 5” 18’ 1” 12’ 6” e 13’ 5’’ e 15’ 1” e 16’ 2” e 16’ 7” e 16’ 7” 17’ 6” 18’ 3” 18’ 8” 17’ 11’’ 18’ 9” 19’ 7” 20’ 3” 19’ 11” 20’ 11” 21’ 10” 22’ 8” 16’ 9” e 18’ 0” e 18’ 7” e 19’ 9” 20’ 8” 21’ 9” 22’ 5” 21’ 5” 22’ 5” 23’ 5” 24’ 2” 24’ 0” 25’ 1” 26’ 1” 27’ 1” 22’ 10” e 23’ 9” e 24’ 9” e 25’ 11” e 24’ 9” 25’ 10” 26’ 10” 27’ 11” 28’ 0” 29’ 2” 30’ 3” 31’ 4’’

Spacing (in) 24

8’ 10” e 9’ 5” e 10’ 9” e 11’ 3” e 11’ 7” e 11’ 7” 12’ 2” 12’ 9” 13’ 0” 12’ 5” 13’ 1” 13’ 8” 14’ 2” 13’ 9” 14’ 6” 15’ 3” 15’ 10” 10’ 3” e 11’ 0” e 12’ 4” e 13’ 2” e 13’ 6” e 14’ 6” 15’ 3” 15’ 11” 16’ 4” 15’ 8” 16’ 5” 17’ 2” 17’ 8” 17’ 5” 18’ 3” 19’ 1” 19’ 10” 13’ 8” e 14’ 9” e 15’ 2” e 17’ 3” 18’ 1” 19’ 0” 19’ 7” 18’ 9” 19’ 7” 20’ 5” 21’ 1” 21’ 0” 21’ 11” 22’ 10” 23’ 8” 19’ 8” e 20’ 9” e 21’ 7” e 22’ 5” e 21’ 8” e 22’ 7” e 23’ 5” e 24’ 5” e 24’ 5” 25’ 5” 26’ 5” 27’ 4”

12’ 6” i 13’ 4” i 15’ 3” i 16’ 0” i 16’ 5” i 16’ 4” 17’ 3” 18’ 0” 18’ 5” 17’ 7” 18’ 6” 19’ 4” 20’ 0” 19’ 6” 20’ 6” 21’ 6” 22’ 5” 14’ 5” a 15’ 0” a 17’ 5” i 18’ 8” i 19’ 2”i 20’ 6” 21’ 7” 22’ 7” 23’ 1” i 22’ 2” 23’ 3” 24’ 3” 25’ 0” 24’ 8” 25’ 10” 27’ 0” 28’ 0” 19’ 4” a 20’ 10” a 21’ 5” a 24’ 5” i 25’ 7” i 26’ 11” i 27’ 8” i 26’ 6” 27’ 8” 28’ 11” 29’ 10” 29’ 8” 31’ 0” 32’ 3” 33’ 6” 27’ 10” a 29’ 5” a 30’ 7” a 31’ 9” a 30’ 8” 31’ 11” 33’ 2” i 34’ 7” i 34’ 7” 36’ 0” 37’ 5” 38’ 8”

10’ 10” i 11’ 7” i 13’ 5” i 13’ 10” i 14’ 2” i 14’ 10” 15’ 8” 16’ 4” 16’ 9” 15’ 11” 16’ 9” 17’ 7” 18’ 2” 17’ 8” 18’ 8” 19’ 7” 20’ 4” 11’ 9” a 12’ 2” a 15’ 1” i 16’ 2” i 16’ 7’’ i 18’ 8” i 19’ 8” i 20’ 6” i 21’ 0” i 20’ 2” 21’ 1” 22’ 0” 22’ 9” 22’ 5” 23’ 6” 24’ 6” 25’ 5’’ 16’ 9” a 18’ 0” a 18’ 7” a 22’ 3” i 23’ 2” i 24’ 5” i 25’ 2” i 24’ 1” 25’ 2” 26’ 4” i 27’ 1” i 26’ 11” 28’ 2” 29’ 4” 30’ 5” 24’ 2” a 26’ 1” a 27’ 0” a 27’ 6” a 27’ 10” i 29’ 0” i 30’ 2” i 31’ 5” i 31’ 5” 32’ 9” 34’ 0” 35’ 2”

24 8’ 10” a 9’ 5” a 10’ 11” i 11’ 3” i 11’ 7” i 13’ 0” i 13’ 8” i 14’ 3” i 14’ 8” i 13’ 11” 14’ 8” 15’ 4” 15’ 11” 15’ 5” 16’ 3” 17’ 1” 17’ 9” 8’ 8” a 8’ 11” a 12’ 4” i 13’ 2” i 13’ 6’’ a 16’ 4” i 17’ 2” i 17’ 11” i 18’ 3” i 17’ 7” i 18’ 5” 19’ 3” i 19’ 10” i 19’ 7” 20’ 6” 21’ 5” 22’ 3’’ 13’ 4” a 13’ 9” a 14’ 2” a 18’ 4” i 19’ 8” i 20’ 2” i 20’ 6” i 21’ 0” i 21’ 11” i 23’ 0” i 23’ 8” i 23’ 7” 24’ 7” 25’ 7” 26’ 7” 19’ 8” a 21’ 3” a 21’ 6” a 21’ 10” a 23’ 5” i 25’ 3” i 26’ 0” i 26’ 6” i 27’ 5” 28’ 7” 29’ 8” 30’ 9”

“e” Requires web stiffeners at end supports Interior Bearing Length = 3.5” “i”“e”Requires supports End Bearing Length = 3.5” Requiresweb webstiffeners stiffenersatatinterior end supports Interior Bearing Length = 3.5” “a” Requires web stiffeners at all supports Alternate SpanLength Loading Considered “i” Requires web stiffeners at interior supports End Bearing = 3.5” Studs considered unpunched for web crippling and shear “a” Requires web stiffeners at all supports Alternate Span Loading Considered Studs considered unpunched for web crippling and shear

Allowable Floor Joist Spans 10 psf Dead Load and 40 psf Live Load L/360 Live Load Deflection Section

(Ksi) 12

600S162-33 600S200-33 600S162-43 600S200-43 600S250-43 600S162-54 600S200-54 600S250-54 600S300-54 600S162-68 600S200-68 600S250-68 600S300-68 600S162-97 600S200-97 600S250-97 600S300-97 800S162-33 800S200-33 800S162-43 800S200-43 800S250-43 800S162-54 800S200-54 800S250-54 800S300-54 800S162-68 800S200-68 800S250-68 800S300-68 800S162-97 800S200-97 800S250-97 800S300-97 1000S162-43 1000S200-43 1000S250-43 1000S162-54 1000S200-54 1000S250-54 1000S300-54 1000S162-68 1000S200-68 1000S250-68 1000S300-68 1000S162-97 1000S200-97 1000S250-97 1000S300-97 1200S162-54 1200S200-54 1200S250-54 1200S300-54 1200S162-68 1200S200-68 1200S250-68 1200S300-68 1200S162-97 1200S200-97 1200S250-97 1200S300-97

33 33 33 33 33 50 50 50 50 50 50 50 50 50 50 50 50 33 33 33 33 33 50 50 50 50 50 50 50 50 50 50 50 50 33 33 33 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50

L/480 Live Load Deflection

Single Span

Two Equal Spans

Spacing (in)

9’ 8” e 10’ 4” e 12’ 0” e 12’ 4” e 12’ 8” e 13’ 3” 13’ 11” 14’ 7” 14’ 11” 14’ 2” 14’ 11” 15’ 8” 16’ 3” 15’ 9” 16’ 7” 17’ 5” 18’ 1” 11’ 2” e 12’ 0” e 13’ 6” e 14’ 5” e 14’ 10” e 16’ 7” 17’ 6” 18’ 3” 18’ 8” 17’ 11” 18’ 9” 19’ 7” 20’ 3” 19’ 11” 20’ 11” 21’ 10” 22’ 8” 14’ 11” e 16’ 2” e 16’ 7” e 19’ 9” 20’ 8” 21’ 9” 22’ 5” 21’ 5” 22’ 5” 23’ 5” 24’ 2” 24’ 0” 25’ 1” 26’ 1” 27’ 1” 21’ 7” e 23’ 4” e 24’ 1” e 24’ 7” e 24’ 9” 25’ 10” 26’ 10” 27’ 11” 28’ 0” 29’ 2” 30’ 3” 31’ 4”

7’ 11” e 8’ 5” e 9’ 9” e 10’ 1” e 10’ 4” e 11’ 7” 12’ 2” 12’ 9” 13’ 0” 12’ 5” 13’ 1” 13’ 8” 14’ 2” 13’ 9” 14’ 6” 15’ 3” 15’ 10” 9’ 2” e 9’ 5” e 11’ 0” e 11’ 9” e 12’ 1” e 14’ 6” 15’ 3” 15’ 11” 16’ 4” 15’ 8” 16’ 5” 17’ 2” 17’ 8” 17’ 5” 18’ 3” 19’ 1” 19’ 10” 12’ 2” e 13’ 2” e 13’ 6” e 16’ 4” 17’ 7” e 18’ 1” e 18’ 4” e 18’ 9” 19’ 7” 20’ 5” 21’ 1” 21’ 0” 21’ 11” 22’ 10” 23’ 8” 17’ 7” e 19’ 1” e 19’ 8” e 20’ 1” e 20’ 11” 22’ 7” 23’ 3” 23’ 9” 24’ 5” 25’ 5” 26’ 5” 27’ 4”

11’ 2” i 11’ 11” i 13’ 10” i 14’ 3” i 14’ 8” i 16’ 4” 17’ 3” 18’ 0” i 18’ 5” i 17’ 7” 18’ 6” 19’ 4” 20’ 0” 19’ 6” 20’ 6” 21’ 6” 22’ 5” 12’ 3” a 12’ 9” a 15’ 7” i 16’ 8” i 17’ 1” i 20’ 6” i 21’ 7” i 22’ 7” i 23’ 1” i 22’ 2” 23’ 3” 24’ 3” 25’ 0” 24’ 8” 25’ 10” 27’ 0” 28’ 0” 17’ 3” a 18’ 8” a 19’ 2” a 23’ 2” i 24’ 11” i 25’ 7” i 25’ 11” i 26’ 6” i 27’ 8” i 28’ 11” i 29’ 10” i 29’ 8” 31’ 0” 32’ 3” 33’ 6” 24’ 11” a 27’ 0” a 27’ 10” a 28’ 5” a 29’ 8” i 31’ 11” i 32’ 11” i 33’ 7” i 34’ 7” 36’ 0” 37’ 5” 38’ 8”

16 9’ 8” a 10’ 4” a 12’ 0” i 12’ 4” i 12’ 8” i 14’ 10” i 15’ 8” i 16’ 4” i 16’ 9” i 15’ 11” 16’ 9” 17’ 7” 18’ 2” 17’ 8” 18’ 8” 19’ 7” 20” 4” 9’ 11” a 10’ 3” a 13’ 6” i 14’ 5” i 14’ 10” i 18’ 8” i 19’ 3” i 19’ 9” i 20’ 0” i 20’ 2” i 21’ 1” i 22’ 0” i 22’ 9” i 22’ 5” 23’ 6” 24’ 6” 25’ 5” 14’ 11” a 15’ 9” a 16’ 2” a 20’ 1” i 21’ 7” i 22’ 2” i 22’ 6” i 23’ 8” i 25’ 2” i 26’ 1” i 26’ 6” i 26’ 11” 28’ 2” 29’ 4” 30’ 5” 21’ 7” a 23’ 4” a 24’ 1” a 24’ 7” a 25’ 8” i 27’ 8” i 28’ 6” i 29’ 1” i 31’ 5” 32’ 9” 34’ 0” 35’ 2”

24 7’ 11” a 8’ 2” a 9’ 9” i 10’ 1” i 10’ 4” i 13’ 0” i 13’ 6” i 13’ 10” i 14’ 0” i 13’ 11” i 14’ 8” i 15’ 4” i 15’ 11” i 15’ 5” 16’ 3” 17’ 1” 17’ 9” 7’ 3” a 7’ 5” a 11’ 0” a 11’ 9” a 12’ 1” a 14’ 9” i 15’ 9” i 16’ 1” i 16’ 4” i 17’ 4” i 18’ 5” i 18’ 11” i 19’ 2” i 19’ 7” 20’ 6” 21’ 5” 22’ 3” 11’ 4” a 11’ 8” a 11’ 11” a 16’ 4” i 17’ 7” i 18’ 1” i 18’ 4” i 19’ 4” i 20’ 8” i 21’ 3” i 21’ 7” i 23’ 7” i 24’ 7” i 25’ 7” i 26’ 7” i 17’ 7” a 18’ 1” a 18’ 3” a 18’ 6” a 20’ 11” i 22’ 7” i 23’ 3” i 23’ 9” i 27’ 2” i 28’ 7” i 29’ 8” i 30’ 7” i

11’ 2” e 11’ 11” e 12’ 4” 13’ 0” 13’ 7” 13’ 3” 13’ 11” 14’ 7” 14’ 11” 14’ 2” 14’ 11” 15’ 8” 16’ 3” 15’ 9” 16’ 7” 17’ 5’’ 18’ 1” 12’ 11” e 13’ 10” e 15’ 5” e 16’ 3” e 17’ 0” e 16’ 7” 17’ 6” 18’ 3” 18’ 8” 17’ 11” 18’ 9” 19’ 7” 20’ 3” 19’ 11” 20’ 11” 21’ 10” 22’ 8” 17’ 3” e 18’ 8” e 19’ 2 e 19’ 9” 20’ 8” 21’ 9’’ 22’ 5” 21’ 5” 22’ 5” 23’ 5” 24’ 2” 24’ 0” 25’ 1” 26’ 1” 27’ 1” 22’ 10” e 23’ 9” e 24’ 9” e 25’ 11” e 24’ 9” 25’ 10” 26’ 10” 27’ 11” 28’ 0” 29’ 2” 30’ 3” 31’ 4”

9’ 8” e 10’ 4” e 11’ 2” 11’ 9” 12’ 4” e 12’ 0” 12’ 8” 13’ 3” 13’ 7” 12’ 11” 13’ 7” 14’ 3” 14’ 9” 14’ 4” 15’ 1” 15’ 10” 16’ 5” 11’ 2” e 12’ 0” e 13’ 6” e 14’ 5” e 14’ 10” e 15’ 1” 15’ 11” 16’ 7” 17’ 0” 16’ 3” 17’ 1” 17’ 10” 18’ 5” 18’ 1” 19’ 0” 19’ 10” 20’ 7” 14’ 11” e 16’ 2” e 16’ 7” e 18’ 0” 18’ 9” 19’ 9” 20’ 4” 19’ 6” 20’ 4” 21’ 3” 21’ 11” 21’ 10” 22’ 9” 23’ 9” 24’ 7” 20’ 9” e 21’ 7” e 22’ 6” e 23’ 7” e 22’ 6” 23’ 5” 24’ 5” 25’ 5” 25’ 5” 26’ 6” 27’ 6” 28’ 5”

Two Equal Spans

Single Span Spacing (in)

Spacing (in) 24 7’ 11” e 8’ 5” e 9’ 9” e 10’ 1” e 10’ 4” e 10’ 6” 11’ 0” 11’ 7” 11’ 10” 11’ 3” 11’ 10” 12’ 5” 12’ 10” 12’ 6” 13’ 2” 13’ 10” 14’ 4” 9’ 2” e 9’ 5” e 11’ 0” e 11’ 9” e 12’ 1” e 13’ 2” 13’ 10” 14’ 6” 14’ 10” 14’ 3” 14’ 11” 15’ 7” 16’ 1” 15’ 10” 16’ 7” 17’ 4” 18’ 0” 12’ 2” e 13’ 2” e 13’ 6’ e 15’ 8” 16’ 5” 17’ 3” e 17’ 9” e 17’ 0” 17’ 9” 18’ 7” 19’ 2” 19’ 1” 19’ 11” 20’ 9” 21’ 6” 17’ 7” e 18’ 10” e 19’ 8” e 20’ 1” e 19’ 8” 20’ 6” 21’ 4” 22’ 2” 22’ 3” 23’ 1” 24’ 0” 24’ 10”

11’ 2” i 11’ 11” i 13’ 10” i 14’ 3” i 14’ 8” i 14’ 10” 15’ 8” 16’ 4” 16’ 9” 15’ 11” 16’ 9” 17’ 7” 18’ 2” 17’ 8” 18’ 8” 19’ 7” 20’ 4” 12’ 3” a 12’ 9” a 15’ 7” i 16’ 8” i 17’ 1” i 18’ 8” i 19’ 8” i 20’ 6” i 21’ 0” i 20’ 2” 21’ 1” 22’ 0” 22’ 9” 22’ 5” 23’ 6” 24’ 6” 25’ 5” 17’ 3” a 18’ 8” a 19’ 2’’ a 22’ 3” i 23’ 2” i 24’ 5” i 25’ 2” i 24’ 1” 25’ 2” 26’ 4” 27’ 1” 26’ 11” 28’ 2” 29’ 4” 30’ 5” 24’ 11” a 26’ 8” a 27’ 10” a 28’ 5” a 27’ 10” i 29’ 0” i 30’ 2” i 31’ 5” i 31’ 5” 32’ 9” 34’ 0” 35’ 2”

9’ 8” a 10’ 4” a 12’ 0” i 12’ 4” i 12’ 8” i 13’ 6” 14’ 2” 14’ 10” i 15’ 3” i 14’ 6” 15’ 3” 16’ 0” 16’ 6” 16’ 1” 16’ 11” 17’ 9” 18’ 6” 9’ 11” a 10’ 3” a 13’ 6” i 14’ 5” i 14’ 10” i 16’ 11” i 17’ 10” i 18’ 7” i 19’ 1” i 18’ 4” 19’ 2” 20’ 0” 20’ 8” 20’ 4” 21’ 4” 22’ 3” 23’ 1” 14’ 11” a 15’ 9” a 16’ 2” a 20’ 1” i 21’ 1” i 22’ 2” i 22’ 6” i 21’ 10” i 22’ 10” i 23’ 11” i 24’ 8” i 24’ 6” 25’ 7” 26’ 8” 27’ 7” 21’ 7” a 23’ 4” a 24’ 1” a 24’ 7” a 25’ 3” i 26’ 4” i 27’ 5” i 28’ 6” i 28’ 7” 29’ 9” 30’ 11” 31’ 11”

24 7’ 11” a 8’ 2” a 9’ 9” i 10’ 1” i 10’ 4” i 11’ 10” i 12’ 5” i 13’ 0” i 13’ 3” i 12’ 8” 13’ 4” 13’ 11” i 14’ 5” i 14’ 0” 14’ 9” 15’ 6” 16’ 2” 7’ 3” a 7’ 5” a 11’ 0” a 11’ 9” a 12’ 1” a 14’ 9” i 15’ 7” i 16’ 1” i 16’ 4” i 16’ 0” i 16’ 9” i 17’ 6” i 18’ 0” i 17’ 9” 18’ 7” 19’ 6” 20’ 2” 11’ 4” a 11’ 8” a 11’ 11” a 16’ 4” i 17’ 7” i 18’ 1” i 18’ 4” i 19’ 1” i 19’ 11” i 20’ 10” i 21’ 6” i 21’ 5” 22’ 4” 23’ 3” 24’ 1” 17’ 7” a 18’ 1” a 18’ 3” a 18’ 6” a 20’ 11” i 22’ 7” i 23’ 3” i 23’ 9” i 24’ 11” i 26’ 0” i 27’ 0” i 27’ 11’’ i

Allowable Floor Joist Spans 10 psf Dead Load and 50 psf Live Load L/360 Live Load Deflection Section

Single Span

Two Equal Spans

(Ksi)

Spacing (in)

L/480 Live Load Deflection

33 33 33 33 33 50 50 50 50 50 50 50 50 50 50 50 50 33 33 33 33 33 50 50 50 50 50 50 50 50 50 50 50 50 33 33 33 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50

10’ 3” e 10’ 11” e 12’ 7” 13’ 0” 13’ 5” e 13’ 6” 14’ 3” 14’ 11” 15’ 3” 14’ 6” 15’ 3” 16’ 0” 16’ 7” 16’ 1” 16’ 11” 17’ 10” 18’ 6” 11’ 10” e 12’ 8” e 14’ 3” e 15’ 3” e 15’ 7” e 17’ 0” 17’ 10” 18’ 8” 19’ 1” 18’ 4” 19’ 2” 20’ 0” 20’ 8” 20’ 4” 21’ 4” 22’ 4” 23’ 2” 15’ 9” e 17’ 0” e 17’ 6” e 20’ 3” 21’ 1” 22’ 3” 22’ 10” 21’ 11” 22’ 10” 23’ 11” 24’ 8” 24’ 6” 25’ 7” 26’ 8” 27’ 8” 22’ 9” e 24’ 4” e 25’ 4” e 25’ 11” e 25’ 4” 26’ 5” 27’ 5” 28’ 7” 28’ 7” 29’ 9” 30’ 11” 32’ 0”

16 8’ 10” e 9’ 5” e 10’ 11” e 11’ 3” e 11’ 7” e 12’ 3” 12’ 11” 13’ 6” 13’ 10” 13’ 2” 13’ 10” 14’ 6” 15’ 1” 14’ 7” 15’ 5” 16’ 2” 16’ 10” 10’ 3” e 11’ 0” e 12’ 4” e 13’ 2” e 13’ 6” e 15’ 5” 16’ 3” 16’ 11” 17’ 4” 16’ 8” 17’ 5” 18’ 2” 18’ 10” 18’ 6” 19’ 5” 20’ 3” 21’ 0” 13’ 8” e 14’ 9” e 15’ 2”e 18’ 4” 19’ 2” 20’ 2” 20’ 6” 19’ 11” 20’ 9” 21’ 9” 22’ 5” 22’ 3” 23’ 3” 24’ 3” 25’ 2” 19’ 8” e 21’ 4” e 22’ 0” e 22’ 5” e 23’ 0” 24’ 0” 24’ 11” 25’ 11” 26’ 0” 27’ 1” 28’ 1” 29’ 1”

24 7’ 3” e 7’ 8” e 8’ 11” e 9’ 2” e 9’ 5” e 10’ 9” 11’ 3” 11’ 10” 12’ 1” 11’ 6” 12’ 1” 12’ 8” 13’ 2” 12’ 9” 13’ 5” 14’ 1” 14’ 8” 7’ 10” e 7’ 10” e 10’ 1” e 10’ 9” e 11’ 0” e 13’ 6” 14’ 2” 14’ 8” e 14’ 11” e 14’ 6” 15’ 3” 15’ 11” 16’ 5” 16’ 2” 16’ 11” 17’ 8” 18’ 4” 11’ 2” e 12’ 0” e 12’ 4” e 14’ 11” e 16’ 1” e 16’ 6” e 16’ 9” e 17’ 4” 18’ 2” 19’ 0” 19’ 7” 19’ 6” 20’ 4” 21’ 2” 21’ 11” 16’ 1” e 17’ 5” e 18’ 0” e 18’ 4” e 19’ 2” 20’ 7” e 21’ 3” e 21’ 8” e 22’ 8” 23’ 8” 24’ 7” 25’ 5”

12 10’ 3” a 10’ 11” a 12’ 8” i 13’ 0” i 13’ 5” i 15’ 2” 16’ 0” i 16’ 9” i 17’ 1” i 16’ 4” 17’ 2” 18’ 0” 18’ 7” 18’ 1” 19’ 0” 20’ 0” 20’ 9” 10’ 9” a 11’ 1” a 14’ 3” i 15’ 3” i 15’ 7” i 19’ 1” i 20’ 1” i 20’ 10” i 21’ 1” i 20’ 7” 21’ 7” 22’ 6” i 23’ 3” i 22’ 10” 24’ 0” 25’ 1” 26’ 0” 15’ 9” a 17’ 0” a 17’ 5” a 21’ 2” i 22’ 9” i 23’ 4” i 23’ 8” i 24’ 7” i 25’ 8” i 26’ 10” i 27’ 8” i 27’ 7” 28’ 9” 30’ 0” 31’ 1” 22’ 9” a 24’ 7” a 25’ 5” a 25’ 11” a 27’ 1” i 29’ 1” i 30’ 1” i 30’ 8” i 32’ 1” 33’ 5” 34’ 9” 35’ 11”

16 8’ 10” a 9’ 5” a 10’ 11” i 11’ 3” i 11’ 7” i 13’ 10” i 14’ 6” i 15’ 2” i 15’ 7” i 14’ 10” 15’ 7” 16’ 4” i 16’ 11” i 16’ 5” 17’ 3” 18’ 2” 18’ 11” 8’ 8” a 8’ 11” a 12’ 4” i 13’ 2” a 13’ 6” a 16’ 6” i 17’ 7” i 18’ 0” i 18’ 3” i 18’ 8” i 19’ 7” i 20’ 5” i 21’ 1’’ i 20’ 9” 21’ 9” 22’ 9” 23’ 8” 13’ 4” a 13’ 9” a 14’ 2” a 18’ 4” i 19’ 8” i 20’ 2” i 20’ 6” i 21’ 8” i 23’ 2” i 23’ 9” i 24’ 2” i 25’ 0” 26’ 2” 27’ 3” 28’ 3” 19’ 8” a 21’ 3” a 21’ 6” a 21’ 10” a 23’ 5” i 25’ 3” i 26’ 0” i 26’ 6” i 29’ 2” i 30’ 5” i 31’ 7” i 32’ 8” i

Two Equal Spans

Single Span Spacing (in) 24 7’ 0” a 7’ 2” a 8’ 11” a 9’ 2” a 9’ 5” a 11’ 11” i 12’ 4” i 12’ 7” i 12’ 9” i 12’ 11” i 13’ 7” i 14’ 3” i 14’ 9” i 14’ 4” 15’ 1” 15’ 10” 16’ 6” 6’ 3” a 6’ 3” a 10’ 1” a 10’ 9” a 11’ 0” a 13’ 6” i 14’ 4” i 14’ 8” i 14’ 11” i 15’ 9” i 17’ 1” i 17’ 3” i 17’ 6” i 18’ 2” 19’ 0” 19’ 11” 20’ 8” i 9’ 10” a 10’ 2” a 10’ 4” a 14’ 11” i 16’ 1” i 16’ 6” i 16’ 9” i 17’ 8” i 18’ 11” i 19’ 5” i 19’ 9” i 21’ 10” i 22’ 10” i 23’ 9” i 24’ 8” i 15’ 6” a 15’ 10” a 15’ 11” a 16’ 2” a 19’ 2” i 20’ 7” i 21’ 3” i 21’ 8” i 24’ 10” i 26’ 6” i 27’ 5” i 27’ 11” i

12 10’ 3” e 10’ 11” e 11’ 5” 12’ 0” 12’ 7” 12’ 3” 12’ 11” 13’ 6” 13’ 10” 13’ 2” 13’ 10” 14’ 6” 15’ 1” 14’ 7” 15’ 5” 16’ 2” 16’ 10” 11’ 10” e 12’ 8” e 14’ 3” e 15’ 1” e 15’ 7” e 15’ 5” 16’ 3” 16’ 11” 17’ 4” 16’ 8” 17’ 5” 18’ 2” 18’ 10” 18’ 6” 19’ 5” 20’ 3” 21’ 0” 15’ 9” e 17’ 0” e 17’ 6” e 18’ 4” 19’ 2” 20’ 3” 20’ 9” 19’ 11” 20’ 9” 21’ 9” 22’ 5” 22’ 3” 23’ 3” 24’ 3” 25’ 2” 21’ 2” e 22’ 1” e 23’ 0” e 24’ 1” e 23’ 0” 24’ 0” 24’ 11” 25’ 11” 26’ 0” 27’ 1” 28’ 1” 29’ 1”

16 8’ 10” e 9’ 5” e 10’ 5” e 10’ 11” e 11’ 5” e 11’ 2” 11’ 9” 12’ 3” 12’ 7” 12’ 0” 12’ 7” 13’ 2” 13’ 8” 13’ 3” 14’ 0” 14’ 8” 15’ 3” 10’ 3” e 11’ 0” e 12’ 4” e 13’ 2” e 13’ 6” e 14’ 0” 14’ 9” 15’ 5” 15’ 9” 15’ 1” 15’ 10” 16’ 6” 17’ 1” 16’ 10” 17’ 7” 18’ 5” 19’ 1” 13’ 8” e 14’ 9” e 15’ 2” e 16’ 8” 17’ 5” 18’ 4” 18’ 10” 18’ 1” 18’ 10” 19’ 9” 20’ 4” 20’ 3” 21’ 2” 22’ 0” 22’ 10” 19’ 3” e 20’ 1” e 20’ 10” e 21’ 11” e 20’ 11” 21’ 9” 22’ 8” 23’ 7” 23’ 7” 24’ 7” 25’ 6” 26’ 5’’

Spacing (in) 24 7’ 3” e 7’ 8” e 8’ 11” e 9’ 2” e 9’ 5” e 9’ 9” 10’ 3” 10’ 9” 11’ 0” 10’ 5” 11’ 0” 11’ 6” 11’ 11” 11’ 7” 12’ 3” 12’ 10” 13’ 4” 7’ 10” e 7’ 10” e 10’ 1” e 10’ 9” e 11’ 0” e 12’ 3” 12’ 10” 13’ 5” 13’ 9” 13’ 2” 13’ 10” 14’ 5” 14’ 11” 14’ 8” 15’ 5” 16’ 1” 16’ 8” 11’ 2” e 12’ 0” e 12’ 4” e 14’ 7” e 15’ 3” e 16’ 0” e 16’ 6” e 15’ 9” 16’ 6” 17’ 3” 17’ 9” 17’ 8” 18’ 6” 19’ 3” 19’ 11” 16’ 1” e 17’ 5” e 18’ 0” e 18’ 4” e 18’ 3” 19’ 0” 19’ 9” 20’ 7” e 20’ 7” 21’ 6” 22’ 4” 23’ 1”

12 10’ 3” i 10’ 11” a 12’ 8” i 13’ 0” i 13’ 5” i 13’ 10” 14’ 6” 15’ 2” 15’ 7” 14’ 10” 15’ 7” 16’ 4” 16’ 11” 16’ 5” 17’ 3” 18’ 2” 18’ 11” 10’ 9” a 11’ 1’’ a 14’ 3” i 15’ 3” i 15’ 7” i 17’ 4” i 18’ 3” i 19’ 0” i 19’ 6” i 18’ 8” 19’ 7” 20’ 5” 21’ 1” 20’ 9” 21’ 9” 22’ 9” 23’ 8” 15’ 9” a 17’ 0” a 17’ 5” a 20’ 7” i 21’ 6” i 22’ 8” i 23’ 4” i 22’ 4” 23’ 4” i 24’ 5” i 25’ 2” i 25’ 0” 26’ 2” 27’ 3” 28’ 3” 22’ 9” a 24’ 7” a 25’ 5” a 25’ 11’’ a 25’ 10” i 26’ 11” i 28’ 0” i 29’ 2” i 29’ 2” 30’ 5” 31’ 7” 32’ 8”

16 8’ 10” a 9’ 5” a 10’ 11” i 11’ 3” i 11’ 7” i 12’ 6” i 13’ 2” i 13’ 10” i 14’ 2” i 13’ 5” 14’ 2” 14’ 10” 15’ 4” 14’ 11” 15’ 8” 16’ 6” 17’ 2” 8’ 8” a 8’ 11” a 12’ 4” i 13’ 2” a 13’ 6” a 15’ 9” i 16’ 7” i 17’ 3” i 17’ 8” i 17’ 0” 17’ 9” 18’ 7” i 19’ 2” i 18’ 10” 19’ 9” 20’ 8” 21’ 6” 13’ 4” a 13’ 9” a 14’ 2” a 18’ 4” i 19’ 7” i 20’ 2” i 20’ 6” a 20’ 4” i 21’ 2” i 22’ 2” i 22’ 10” i 22’ 9” 23’ 9” 24’ 9” 25’ 8” 19’ 8” a 21’ 3” a 21’ 6” a 21’ 10” a 23’ 5” i 24’ 5” i 25’ 5” i 26’ 6” i 26’ 6” 27’ 7” 28’ 8” 29’ 8”

24 7’ 0” a 7’ 2” a 8’ 11” a 9’ 2” a 9’ 5” a 10’ 11” i 11’ 6” i 12’ 1” i 12’ 4” i 11’ 9” 12’ 4” 12’ 11” i 13’ 5” i 13’ 0” 13’ 9” 14’ 5” 15’ 0” 6’ 3” a 6’ 3’’ a 10’ 1” a 10’ 9” a 11’ 0” a 13’ 6” i 14’ 4” i 14’ 8” i 14’ 11” i 14’ 10” i 15’ 6” i 16’ 3” i 16’ 9” i 16’ 6” 17’ 3” 18’ 1” 18’ 9” 9’ 10” a 10’ 2” a 10’ 4” a 14’ 11” i 16’ 1” i 16’ 6” i 16’ 9” i 17’ 8” i 18’ 6” i 19’ 4” i 19’ 9” i 19’ 10” 20’ 9” 21’ 7” 22’ 5” i 15’ 6” a 15’ 10” a 15’ 11” a 16’ 2” a 19’ 2’’ i 20’ 7” i 21’ 3” i 21’ 8” a 23’ 2” i 24’ 1” i 25’ 0” i 25’ 11” i

Allowable Floor Joist Spans 30 psf Dead Load and 100 psf Live Load L/360 Live Load Deflection Section

(Ksi) 12

33 33 33 33 33 50 50 50 50 50 50 50 50 50 50 50 50 33 33 33 33 33 50 50 50 50 50 50 50 50 50 50 50 50 33 33 33 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50

6’ 11” e 7’ 5” e 8’ 7” e 8’ 10” e 9’ 1” e 10’ 9” 11’ 3” 11’ 10” 12’ 1” 11’ 6” 12’ 1” 12’ 8” 13’ 2” 12’ 9” 13’ 5” 14’ 1” 14’ 8” 7’ 3” e 7’ 3” e 9’ 8” e 11’ 4” e 10’ 7” e 12’ 11” 13’ 10” e 14’ 1” e 14’ 4” e 14’ 6” 15’ 3” 15’ 11” 16’ 5” 16’ 2” 16’ 11” 17’ 8” 18’ 4” 10’ 8” e 11’ 6” e 11’ 10” e 14’ 4” e 15’ 5” e 15’ 10” e 16’ 1” e 16’ 11” 18’ 2” 18’ 8” 18’ 11” 19’ 6” 20’ 4” 21’ 2” 21’ 11” 15’ 5” e 16’ 9” e 17’ 3” e 17’ 7” e 18’ 4” 19’ 9” e 20’ 5” e 20’ 10” e 22’ 8” 23’ 8” 24’ 7” 25’ 5””

L/480 Live Load Deflection

Single Span

Two Equal Spans

Spacing (in)

16 6’ 0” e 6’ 5” e 7’ 5” e 7’ 8” e 7’ 10” e 9’ 9” 10’ 3” 10’ 6” e 10’ 8” e 10’ 5” 11’ 0” 11’ 6” 11’ 11” 11’ 7” 12’ 3” 12’ 10” 13’ 4” 5’ 5” e 5’ 5” e 8’ 4” e 8’ 11” e 9’ 2” e 11’ 2” e 11’ 11” e 12’ 3” e 12’ 5” e 13’ 2” 13’ 10” 14’ 4” 14’ 7” 14’ 8” 15’ 5” 16’ 1” 16’ 8” 9’ 3” e 9’ 7” e 9’ 7” e 12’ 5” e 13’ 4” e 13’ 9” e 13’ 11” e 14’ 8” e 15’ 9” e 16’ 2” e 16’ 5” e 17’ 8” 18’ 6” 19’ 3” 19’ 11” 13’ 4” e 14’ 6” e 14’ 11” e 15’ 3” e 15’ 11” e 17’ 1” e 17’ 8” e 18’ 0” e 20’ 7” 21’ 6” 22’ 4” 23’ 1”

24 4’ 10” e 4’ 10” e 6’ 1” e 6’ 3” e 6’ 5” e 8’ 1” e 8’ 4” e 8’ 6” e 8’ 8” e 9’ 1” 9’ 7” 10’ 0” 10’ 2” 10’ 1” 10’ 8” 11’ 2” 11’ 8” 3’ 7” e 3’ 7” e 6’ 10” e 7’ 4” e 7’ 6” e 9’ 2’’ e 9’ 9” e 10’ 0” e 10’ 1” e 10’ 9” e 11’ 10” e 11’ 8” e 11’ 11” e 12’ 10” 13’ 5” 14’ 1” 14’ 7” 6’ 5” e 6’ 5” e 6’ 5” e 10’ 2” e 10’ 11” e 11’ 2” e 11’ 4” e 12’ 0” e 12’ 10” e 13’ 2” e 13’ 5” e 15’ 4” 16’ 1” 16’ 9” 17’ 2” 10’ 7” e 10’ 7” e 10’ 7” e 10’ 7” e 13’ 0” e 14’ 0” e 14’ 5” e 14’ 8” e 16’ 10” 18’ 0” 18’ 7” e 19’ 0” e

16 5’ 4” a 5’ 5” a 7’ 5” a 7’ 8” a 7’ 10” a 9’ 11” i 10’ 3” i 10’ 6” i 10’ 8” i 11’ 8” i 12’ 4” i 12’ 3” i 12’ 5” i 13’ 0” 13’ 9” 14’ 5” i 15’ 0” i 4’ 4” a 4’ 4” a 7’ 10” a 8’ 4” a 8’ 5” a 11’ 2” i 11’ 11” i 12’ 3” i 12’ 5” i 13’ 2” i 14’ 6” i 14’ 4” i 14’ 7” i 16’ 6” i 17’ 3” i 18’ 1” i 18’ 7” i 7’ 5” a 7’ 7” a 7’ 8” a 12’ 3” i 12’ 6” i 12’ 10” i 12’ 11” i 14’ 8” i 15’ 9” i 16’ 2” i 16’ 5” i 18’ 10” i 20’ 0” i 21’ 5” i 21’ 1” i 11’ 9” a 11’ 11” a 12’ 0” a 12’ 2” a 15’ 11” i 17’ 1” i 17’ 8” i 18’ 0” i 20’ 8” i 22’ 1” i 22’ 9” i 23’ 3” i

6’ 7” a 6’ 9” a 8’ 7” a 8’ 10” a 9’ 1” a 11’ 6” i 11’ 10” i 12’ 1” i 12’ 3” i 12’ 11” i 13’ 7” i 14’ 1” i 14’ 4” i 14’ 4” 15’ 1” 15’ 10” 16’ 6” 5’ 10” a 5’ 10” a 9’ 8” a 10’ 4” a 10’ 5” a 12’ 11” i 13’ 10” i 14’ 1” i 14’ 4” i 15’ 2” i 16’ 8 “ i 16’ 7” i 16’ 10” i 18’ 2” i 19’ 0” 19’ 11” i 20’ 8” i 9’ 3” a 9’ 6” a 9’ 9” a 14’ 4” i 15’ 5” i 15’ 10” i 15’ 11” i 16’ 11” i 18’ 2” i 18’ 8” i 18’ 11” i 21’ 9” i 22’ 10” i 23’ 9” i 24’ 4” i 14’ 7” a 14’ 11” a 15’ 0” a 15’ 3” a 18’ 4” i 19’ 9” i 20’ 5” i 20’ 10” i 23’ 10” i 25’ 6” i 26’ 4” i 26’ 10” i

Two Equal Spans

Single Span Spacing (in) 24 3’ 10” a 3’ 11” a 6’ 1” a 6’ 3” a 6’ 5” a 8’ 1” i 8’ 4” i 8’ 6” i 8’ 8” i 9’ 6” i 10’ 1” i 10’ 0” i 10’ 2” i 11’ 4” i 12’ 0” i 12’ 7” i 12’ 10” i 2’ 11” a 2’ 11” a 5’ 10” a 6’ 1” a 6’ 2” a 9’ 2’’ a 9’ 9” a 10’ 0” a 10’ 0” a 10’ 9” i 11’ 10” i 11’ 8” i 11’ 11” i 13’ 6” i 15’ 1” i 15’ 5” i 15’ 2” i 5’ 1” a 5’ 1” a 5’ 1” a 9’ 1” a 9’ 3” a 9’ 5” a 9’ 5” a 12’ 0” i 12’ 10” i 13’ 2” a 13’ 5” a 15’ 4” i 16’ 4” i 17’ 6” i 17’ 2” i 8’ 5” a 8’ 5” a 8’ 5” a 8’ 5” a 13’ 0” a 13’ 8” a 13’ 9” a 14’ 1” a 16’ 10” i 18’ 0” i 18’ 7” i 19’ 0” i

6’ 11” e 7’ 5” e 8’ 7” e 8’ 10” e 9’ 1” e 9’ 9” 10’ 3” 10’ 9” 11’ 0” 10’ 5” 11’ 0” 11’ 6” 11’ 11” 11’ 7” 12’ 3” 12’ 10” 13’ 4” 7’ 3” e 7’ 3” e 9’ 8” e 10’ 4” e 10’ 7” e 12’ 3” 12’ 10” 13’ 5” e 13’ 9” e 13’ 2” 13’ 10” 14’ 5” 14’ 11” 14’ 8” 15’ 5” 16’ 1” 16’ 8” 10’ 8” e 11’ 6” e 11’ 10” e 14’ 4” e 15’ 3” e 15’ 10” e 16’ 1” e 15’ 9” 16’ 6” 17’ 3” 17’ 9” 17’ 8” 18’ 6” 19’ 3” 19’ 11” 15’ 5” e 16’ 9” e 17’ 3” e 17’ 7” e 18’ 3” 19’ 0” e 19’ 9” e 20’ 7” e 20’ 7” 21’ 6” 22’ 4” 23’ 1”

6’ 0” e 6’ 5” e 7’ 5” e 7’ 8” e 7’ 10” e 8’ 10” 9’ 4” 9’ 9” 10’ 0” 9’ 6” 10’ 0” 10’ 6” 10’ 10” 10’ 6” 11’ 1” 11’ 8” 12’ 1” 5’ 5” e 5’ 5” e 8’ 4” e 8’ 11” e 9’ 2” e 11’ 1” e 11’ 8” e 12’ 2” e 12’ 5” e 12’ 0” 12’ 7” 13’ 1” 13’ 6” 13’ 4” 14’ 0” 14’ 7” 15’ 2” 9’ 3” e 9’ 7” e 9’ 7” e 12’ 5” e 13’ 4” e 13’ 9” e 13’ 11” e 14’ 4” 15’ 0” e 15’ 8” e 16’ 2” e 16’ 1” 16’ 9” 17’ 6” 18’ 1” 13’ 4” e 14’ 6” e 14’ 11” e 15’ 3” e 15’ 11” e 17’ 1” e 17’ 8” e 18’ 0” e 18’ 9” 19’ 6” 20’ 3” 20’ 11”

Spacing (in) 24 4’ 10” e 4’ 10” e 6’ 1” e 6’ 3” e 6’ 5” e 7’ 9” e 8’ 1” e 8’ 6” e 8’ 8” e 8’ 3” 8’ 9” 9’ 2” 9’ 6” 9’ 2” 9’ 8” 10’ 2” 10’ 7” 3’ 7” e 3’ 7” e 6’ 10” e 7’ 4” e 7’ 6” e 9’ 2” e 9’ 9” e 10’ 0” e 10’ 1” e 10’ 6” e 11’ 0” e 11’ 5” e 11’ 10” e 11’ 8” 12’ 2” 12’ 9” 13’ 3” 6’ 5” e 6’ 5” e 6’ 5” e 10’ 2” e 10’ 11” e 11’ 2” e 11’ 4” e 12’ 0” e 12’ 10” e 13’ 2” e 13’ 5” e 14’ 0” 14’ 8” 15’ 3” 15” 10” 10’ 7” e 10’ 7” e 10’ 7” e 10’ 7” e 13’ 0” e 14’ 0” e 14’ 5” e 14’ 8” e 16’ 4” 17’ 0” 17’ 8” 18’ 4” e

6’ 7” a 6’ 9” a 8’ 7” a 8’ 10” a 9’ 1” a 10’ 11” i 11’ 6” i 12’ 1” i 12’ 3” i 11’ 9” i 12’ 4” i 12’ 11” i 13’ 5” i 13’ 0” 13’ 9” 14’ 5” 15’ 0” 5’ 10” a 5’ 10” a 9’ 8” a 10’ 4” a 10’ 5” a 12’ 11” i 13’ 10” i 14’ 1” i 14’ 4” i 14’ 10” i 15’ 6” i 16’ 3” i 16’ 9” i 16’ 6” 17’ 3” 18’ 1” 18’ 9” 9’ 3” a 9’ 6” a 9’ 9” a 14’ 4” i 15’ 5” i 15’ 10” i 15’ 11” i 16’ 11” i 18’ 2” i 18’ 8” i 18’ 11’’ i 19’ 10” i 20’ 9” i 21’ 7” i 22’ 5” i 14’ 7” a 14’ 11” a 15’ 0” a 15’ 3” a 18’ 4” i 19’ 9” i 20’ 5” i 20’ 10” i 23’ 2” i 24’ 1” i 25’ 0” i 25’ 11” i

5’ 4” a 5’ 5” a 7’ 5” a 7’ 8” a 7’ 10” a 9’ 11” i 10’ 3” i 10’ 6” i 10’ 8” i 10’ 8” i 11’ 3” i 11’ 9” i 12’ 2” i 11’ 10” 12’ 5” 13’ 1” 13’ 7” 4’ 4” a 4’ 4” a 7’ 10” a 8’ 4” a 8’ 5” a 11’ 2” i 11’ 11” i 12’ 3” i 12’ 5” i 13’ 2” i 14’ 1” i 14’ 4” i 14’ 7” i 15’ 0” i 15’ 8” i 16’ 5” i 17’ 0” i 7’ 5” a 7’ 7” a 7’ 8” a 12’ 3” i 12’ 6” i 12’ 10” i 12’ 11” i 14’ 8” i 15’ 9” i 16’ 2” i 16’ 5” i 18’ 0” i 18’ 10” i 19’ 7” i 20’ 4” i 11’ 9” a 11’ 11” a 12’ 0” a 12’ 2” a 15’ 11” i 17’ 1” i 17’ 8” i 18’ 0” i 20’ 8” i 21’ 11” i 22’ 9” i 23’ 3” i

24 3’ 10” a 3’ 11” a 6’ 1” a 6’ 3” a 6’ 5” a 8’ 1” i 8’ 4” i 8’ 6” i 8’ 8” i 9’ 4” i 9’ 10” i 10’ 0” i 10’ 2” i 10’ 4” i 10’ 11” i 11’ 5” i 11’ 11” i 2’ 11” a 2’ 11” a 5’ 10” a 6’ 1” a 6’ 2” a 9’ 2” a 9’ 9” a 10’ 0” a 10’ 0” a 10’ 9” i 11’ 10” i 11’ 8” i 11’ 11’’ i 13’ 1” i 13’ 8” i 14’ 4” i 14’ 10” i 5’ 1” a 5’ 1” a 5’ 1” a 9’ 1” a 9’ 3” a 9’ 5” a 9’ 5” a 12’ 0” i 12’ 10” i 13’ 2” a 13’ 5” a 15’ 4” i 16’ 4” i 17’ 2” i 17’ 2” i 8’ 5” a 8’ 5” a 8’ 5” a 8’ 5” a 13’ 0” a 13’ 8” a 13’ 9” a 14’ 1” a 16’ 10” i 18’ 0” i 18’ 7” i 19’ 0” i

Allowable Floor Joist Spans 15 psf Dead Load and 125 psf Live Load L/360 Live Load Deflection Section

Single Span Spacing (in)

(Ksi) 600S162-33 600S200-33 600S162-43 600S200-43 600S250-43 600S162-54 600S200-54 600S250-54 600S300-54 600S162-68 600S200-68 600S250-68 600S300-68 600S162-97 600S200-97 600S250-97 600S300-97 800S162-33 800S200-33 800S162-43 800S200-43 800S250-43 800S162-54 800S200-54 800S250-54 800S300-54 800S162-68 800S200-68 800S250-68 800S300-68 800S162-97 800S200-97 800S250-97 800S300-97 1000S162-43 1000S200-43 1000S250-43 1000S162-54 1000S200-54 1000S250-54 1000S300-54 1000S162-68 1000S200-68 1000S250-68 1000S300-68 1000S162-97 1000S200-97 1000S250-97 1000S300-97 1200S162-54 1200S200-54 1200S250-54 1200S300-54 1200S162-68 1200S200-68 1200S250-68 1200S300-68 1200S162-97 1200S200-97 1200S250-97 1200S300-97

33 33 33 33 33 50 50 50 50 50 50 50 50 50 50 50 50 33 33 33 33 33 50 50 50 50 50 50 50 50 50 50 50 50 33 33 33 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50

12 6' 2" e 6' 7" e 7' 7" e 7' 10" e 8' 1" e 10' 0" 10' 6" 10' 9" 10' 11" 10' 8" 11' 3" 11' 9" 12' 2" 11' 10" 12' 6" 13' 1" 13' 8" 5' 8" e 5' 8" e 8' 7" e 9' 2" e 9' 5" e 11' 6" e 12' 3"e 12' 6" e 12' 8" e 13' 6" 14' 2" 14' 8" 14' 11" 15' 0" 15' 9" 16' 5" 17' 1" 9' 6" e 10' 1" e 10' 1" e 12' 9" e 13' 8" e 14' 1" e 14' 3" e 15' 1" 16' 1" e 16' 7" e 16' 10" e 18' 1" 18' 10" 19' 8" 20' 4" 13' 8" e 14' 10" e 15' 4" e 15' 7" e 16' 4" e 17' 7" e 18' 1" e 18' 6" i 21' 1" 21' 11" 22' 9" 23' 7"

16 5' 4" e 5' 8" e 6' 7" e 6' 9" e 7' 0" e 8' 10" e 9' 1" e 9' 3" e 9' 5" e 9' 8" 10' 2" 10' 8" 11' 0" 10' 9" 11' 4" 11' 11" 12' 5" 4' 3" e 4' 3" e 7' 5" e 7' 11" e 8' 2" e 9' 11" e 10' 7" e 10' 10" e 11' 0" e 11' 8" 12' 10" e 12' 9" e 12' 11" e 13' 7" 14' 3" 14' 11" 15' 6" 7' 7" e 7' 7" e 7' 7" e 11' 0" e 11' 10" e 12' 2" e 12' 4" e 13' 0" e 13' 11" e 14' 4" e 14' 7" e 16' 5" 17' 2" 17' 10" 18' 6" 11' 10" e 12' 6" e 12' 6" e 12' 6" e 14' 1" e 15' 2" e 15' 8" e 16' 0" e 18' 4" 19' 7" 20' 3" 20' 8"

24 3' 10" e 3' 10" e 5' 4" e 5' 6" e 5' 8" e 7' 2" e 7' 5" e 7' 7" e 7' 8" e 8' 5" e 8' 11" e 8' 10" e 9' 0" e 9' 5" 9' 11" 10' 5" 10' 10" 2' 10" e 2' 10" e 6' 1" e 6' 4" e 6' 4" e 8' 1" e 8' 8" e 8' 10" e 9' 0" e 9' 6" e 10' 6" e 10' 5" e 10' 7" e 11' 11" 12' 6" 13' 0" 13' 5" 5' 0" e 5' 0" e 5' 0" e 9' 0" e 9' 8" e 9' 11" e 10' 0" e 10' 8" e 11' 4" e 11' 8" e 11' 11" e 13' 8" 14' 6" 15' 6" e 15' 3" e 8' 4" e 8' 4" e 8' 4" e 8' 4" e 11' 6" e 12' 5" e 12' 10" e 13' 1" e 14' 11" e 16' 0" e 16' 6" e 16' 10" e

12 5' 6" a 5' 7" a 7' 7" a 7' 10" a 8' 1" a 10' 2" i 10' 6" i 10' 9" i 10' 11" i 12' 0" i 12" 7" i 12" 6" i 12' 9" i 13' 4" 14' 0" 14' 9" i 15' 4" i 4' 7" a 4' 7" a 8' 2" a 8' 8" a 8' 9" a 11' 6" i 12' 3"i 12' 6" i 12' 8" i 13' 6" i 14' 10" i 14' 8" i 14' 11" i 16' 10" i 17' 8" i 18' 5" i 19' 0" i 7' 8" a 7' 11" a 8' 0" a 12' 8" i 13' 0" i 13' 4" i 13' 4" i 15' 1" i 16' 1" i 16' 7" i 16' 10" i 19' 4" i 20' 6" i 22' 0" i 21' 7" i 12' 2" a 12' 5" a 12' 6" a 12' 8" a 16' 4" i 17' 7" i 18' 1" i 18' 6" i 21' 2" i 22' 7" i 23' 4" i 23' 10" i

L/480 Live Load Deflection Two Equal Spans Spacing (in) 16 4' 5" a 4' 6" a 6' 7" a 6' 9" a 7' 0" a 8' 10" i 9' 1" i 9' 3" i 9' 5" i 10' 4" i 10' 11" i 10' 10" i 11' 0" i 12' 1" i 12' 9" i 13' 4" i 13' 11" i 3' 5" a 3' 5" a 6' 7" a 7' 0" a 7' 0" a 9' 11" i 10' 7" a 10' 10" a 11' 0" a 11' 8" i 12' 10" i 12' 9" i 12' 11" i 14' 9" i 16' 0" i 16' 9" i 16' 6" i 6' 0" a 6' 0" a 6' 0" a 10' 3" a 10' 6" a 10' 9" a 10' 9" a 13' 0" i 13' 11" i 14' 4" i 14' 7" i 16' 8" i 17' 9" i 19' 0" i 18' 8" i 9' 8" a 9' 10" a 9' 11" a 10' 0" a 14' 1" i 15' 2" a 15' 6" a 15' 11" a 18' 4" i 19' 7" i 20' 3" i 20' 8" i

Two Equal Spans Spacing (in)

Single Span Spacing (in) 24 3' 1" a 3' 1" a 5' 4" a 5' 5" a 5' 6" a 7' 2" i 7' 5" a 7' 7" a 7' 8" a 8' 5" i 8' 11" i 8' 10" i 9' 0" i 10' 7" i 11' 1" i 11' 7" i 11' 5" i 2' 3" a 2' 3" a 4' 10" a 5' 1" a 5' 1" a 7' 11" a 8' 5" a 8' 5" a 8' 5" a 9' 6" i 10' 6" i 10' 5" i 10' 7" i 12' 0" i 13' 5" i 13' 8" i 13' 5" i 4' 0" a 4' 0" a 4' 0" a 7' 6" a 7' 8" a 7' 10" a 7' 10" a 10' 8" a 11' 4" a 11' 8" a 11' 11" a 13' 8" i 14' 6" i 15' 6" i 15' 3" i 6' 8" a 6' 8" a 6' 8" a 6' 8" a 11' 2" a 11' 6" a 11' 6" a 11' 10" a 14' 11" i 16' 0" i 16' 6" i 16' 10" i

12 6' 2" e 6' 7" a 7' 7" e 7' 10" e 8' 1" e 9' 1" 9' 6" 9' 11" 10' 2" 9' 8" 10' 2" 10' 8" 11' 1" 10' 9" 11' 4" 11' 11" 12' 5" 5' 8" e 5' 8" e 8' 7" e 9' 2" e 9' 5" e 11' 4" e 11' 11" e 12' 6" e 12' 8" e 12' 3" 12' 10" 13' 5" 13' 10" 13' 7" 14' 3" 14' 11" 15' 6" 9' 6" e 10' 1" e 10' 1" e 12' 9" e 13' 8" e 14' 1" e 14' 3" e 14' 8" 15' 4" 16' 0" e 16' 6" e 16' 5" 17' 2" 17' 10" 18' 6" 13' 8" e 14' 10" e 15' 4" e 15' 7" a 16' 4" e 17' 7" e 18' 1" e 18' 6" e 19' 2" 19' 11" 20' 8" 21' 5"

16 5' 4" e 5' 8" e 6' 7" e 6' 9" e 7' 0" e 8' 3" 8' 8" e 9' 0" e 9' 3" e 8' 10" 9' 3" 9' 9" 10' 1" 9' 9" 10' 4" 10' 10" 11' 3" 4' 3" e 4' 3" e 7' 5" e 7' 11" e 8' 2" e 9' 11" e 10' 7" e 10' 10" e 11' 0" e 11' 2" 11' 8" 12' 2" e 12' 7" e 12' 4" 13' 0" 13' 7" 14' 1" 7' 7" e 7' 7" e 7' 7" e 11' 0" e 11' 10" e 12' 2" e 12' 4" e 13' 0" e 13' 11" e 14' 4" e 14' 7" e 14' 11" 15' 7" 16' 3" 16' 10" 11' 10" e 12' 6" e 12' 6" e 12' 6" e 14' 1" e 15' 2" e 15' 8" e 16' 0" e 17' 5" 18' 1" 18' 10" 19' 5"

24 3' 10" e 3' 10" e 5' 4" e 5' 6" e 5' 8" e 7' 2" e 7' 5" e 7' 7" e 7' 8" e 7' 8" 8' 1" 8' 6" e 8' 9" e 8' 6" 9' 0" 9' 5" 9' 10" 2' 10" e 2' 10" e 6' 1" e 6' 4" e 6' 4" e 8' 1" e 8' 8" e 8' 10" e 9' 0" e 9' 6" e 10' 2" e 10' 5" e 10' 7" e 10' 10" 11' 4" 11' 10" 12' 3" 5' 0" e 5' 0" e 5' 0" e 9' 0" e 9' 8" e 9' 11" e 10' 0" e 10' 8 "e 11' 4" e 11' 8" e 11' 11" e 13' 0" 13' 7" 14' 2" 14' 8" e 8' 4" e 8' 4" e 8' 4" e 8' 4" e 11' 6" e 12' 5" e 12' 10" e 13' 1" e 14' 11" e 15' 10" e 16' 5" e 16' 10" e

12 5' 6" a 5' 7" a 7' 7" a 7' 10" a 8' 1" a 10' 2" i 10' 6" i 10' 9" i 10' 11" i 10' 11" i 11' 6" i 12' 0" i 12' 5" i 12' 1" 12' 9" 13' 4" 13' 11" 4' 7" a 4' 7" a 8' 2" a 8' 8" a 8' 9" a 11' 6" i 12' 3" i 12' 6" i 12' 8" i 13' 6" i 14' 5" i 14' 8" i 14' 11" i 15' 3" i 16' 0" 16' 9" i 17' 5" i 7' 8" a 7' 11" a 8' 0" a 12' 8" i 13' 0" i 13' 4" i 13' 4 "i 15' 1" i 16'1" i 16' 7" i 16' 10" i 18' 5" i 19' 3" i 20' 1" i 20' 9" i 12' 2" a 12' 5" a 12' 6" a 12' 8" a 16' 4" i 17' 7" i 18' 1" i 18' 6" i 21' 2" i 22' 4" i 23' 3" i 23' 10" i

16 4' 5" a 4' 6" a 6' 7" a 6' 9" a 7' 0" a 8' 10" i 9' 1" i 9' 3" i 9' 5" i 9' 11" i 10' 5" i 10' 10" i 11' 0" i 11' 0" 11' 7" 12' 2" i 12' 8" i 3' 5" a 3' 5" a 6' 7" a 7' 0" a 7' 0" a 9' 11" i 10' 7" a 10' 10 "a 11' 0" a 11' 8" i 12' 10" i 12' 9" i 12' 11" i 13' 11" i 14' 7" i 15' 3" i 15' 10" i 6' 0" a 6' 0" a 6' 0" a 10' 3" a 10' 6" a 10' 9" a 10' 9" a 13' 0" i 13' 11" i 14' 4" i 14' 7" i 16' 8" i 17' 6" i 18' 2" i 18' 8" i 9' 8" a 9' 10" a 9' 11" a 10' 0" a 14' 1" i 15' 2" a 15' 6" a 15' 11" a 18' 4" i 19' 7" i 20' 3" i 20' 8" i

24 3' 1" a 3' 1" a 5' 4" a 5' 6" a 5' 6" a 7' 2" i 7' 5" a 7' 7" a 7' 8" a 8' 5" i 8' 11" i 8' 10" i 9' 0" i 9' 7" i 10' 1" i 10' 7" i 11' 0" i 2' 3" a 2' 3" a 4' 10" a 5' 1" a 5' 1" a 7' 11" a 8' 5" a 8' 5" a 8' 5" a 9' 6" i 10' 6" i 10' 5" i 10' 7" i 12' 0' i 12' 9" i 13' 4" i 13' 5" i 4' 0" a 4' 0" a 4' 0" a 7' 6" a 7' 8" a 7' 10" a 7' 10" a 10" 8" a 11' 4" a 11' 8" a 11' 11" a 13' 8" i 14' 6" i 15' 6" i 15' 3" i 6' 8" a 6' 8" a 6' 8" a 6' 8" a 11' 2'' a 11' 6" a 11' 6" a 11' 10" a 14' 11" i 16' 0" i 16' 6" i 16' 10" i

Allowable Floor Joist Spans 40 psf Dead Load and 125 psf Live Load L/360 Live Load Deflection Section

Single Span Spacing (in)

33 33 33 33 33 50 50 50 50 50 50 50 50 50 50 50 50 33 33 33 33 33 50 50 50 50 50 50 50 50 50 50 50 50 33 33 33 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50

24 3' 1" a 3' 1" a 5' 4" a 5' 5" a 5' 6" a 7' 2" i 7' 5" a 7' 7" a 7' 8" a 8' 5" i 8' 11" i 8' 10" i 9' 0" i 10' 7" i 11' 1" i 11' 7" i 11' 5" i 2' 3" a 2' 3" a 4' 10" a 5' 1" a 5' 1" a 7' 11" a 8' 5" a 8' 5" a 8' 5" a 9' 6" i 10' 6" i 10' 5" i 10' 7" i 12' 0" i 13' 5" i 13' 8" i 13' 5" i 4' 0" a 4' 0" a 4' 0" a 7' 6" a 7' 8" a 7' 10" a 7' 10" a 10' 8" a 11' 4" a 11' 8" a 11' 11" a 13' 8" i 14' 6" i 15' 6" i 15' 3" i 6' 8" a 6' 8" a 6' 8" a 6' 8" a 11' 2" a 11' 6" a 11' 6" a 11' 10" a 14' 11" i 16' 0" i 16' 6" i 16' 10" i

Two Equal Spans Spacing (in)

Single Span Spacing (in) 12 6' 2" e 6' 7" a 7' 7" e 7' 10" e 8' 1" e 9' 1" 9' 6" 9' 11" 10' 2" 9' 8" 10' 2" 10' 8" 11' 1" 10' 9" 11' 4" 11' 11" 12' 5" 5' 8" e 5' 8" e 8' 7" e 9' 2" e 9' 5" e 11' 4" e 11' 11" e 12' 6" e 12' 8" e 12' 3" 12' 10" 13' 5" 13' 10" 13' 7" 14' 3" 14' 11" 15' 6" 9' 6" e 10' 1" e 10' 1" e 12' 9" e 13' 8" e 14' 1" e 14' 3" e 14' 8" 15' 4" 16' 0" e 16' 6" e 16' 5" 17' 2" 17' 10" 18' 6" 13' 8" e 14' 10" e 15' 4" e 15' 7" a 16' 4" e 17' 7" e 18' 1" e 18' 6" e 19' 2" 19' 11" 20' 8" 21' 5"

™

Allowable Web Crippling Heights LoadFor Tables Non-Axial Load Bearing Wall

Web Crippling Table Notes 1. Listed allowable loads apply only to members with stiffened flanges (i.e. S-sections). 2. For back-to-back members, the listed loads are for the entire two-member assembly. 3. Listed allowable loads are based on members “fastened to supports”. 4. For back-to-back members, the distance between the web connectors and the flange shall be kept to a minimum. 5. For listed punchout reductions factors, Rc, x is the nearest distance between the web hole and edge of bearing in inches. 6. Listed allowable loads are for unpunched webs. Capacity reductions for end and interior one flange loading (Conditions 1 & 2) near punchouts are listed per AISI S100 Section C3.4.2. 7. “h” refers to the flat dimension of the web. See web-to-depth Thickness Ratio table in this catalog.

Notes 1. Condition 1 - End Reaction - One Flange Loading 2 Condition 2 - Interior Reaction - One Flange Loading 3 Condition 3 - End Reaction - Two Flange Loading 4. Condition 4 - Interior Reaction - Two Flange Loading

â&#x201E;˘

Allowable Web Heights Crippling For Non-Axial Tables Load Bearing Wall

Allowable Web Crippling Loads - Single Members

Stud Designation 162 S__-33 250 S__-33 250 S__-43 250 S__-54 250 S__-54 250 S__-68 250 S__-68 250 S__-97 250 S__-97 350 S__-33 350 S__-43 350 S__-54 350 S__-54 350 S__-68 350 S__-68 350 S__-97 350 S__-97 362 S__-33 362 S__-43 362 S__-54 362 S__-54 362 S__-68 362 S__-68 362 S__-97 362 S__-97 400 S__-33 400 S__-43 400 S__-54 400 S__-54 400 S__-68 400 S__-68 400 S__-97 400 S__-97 550 S__-33 550 S__-43 550 S__-54 550 S__-54 550 S__-68 550 S__-68 550 S__-97 550 S__-97 600 S__-33 600 S__-43 600 S__-54 600 S__-54 600 S__-68 600 S__-68 600 S__-97 600 S__-97 800 S__-43 800 S__-54 800 S__-54 800 S__-68 800 S__-68 800 S__-97 800 S__-97 1000 S__-54 1000 S__-54 1000 S__-68 1000 S__-68 1000 S__-97 1000 S__-97 1200 S__-68 1200 S__-68 1200 S__-97 1200 S__-97

Design Thickness 0.0346 0.0346 0.0451 0.0566 0.0566 0.0713 0.0713 0.1017 0.1017 0.0346 0.0451 0.0566 0.0566 0.0713 0.0713 0.1017 0.1017 0.0346 0.0451 0.0566 0.0566 0.0713 0.0713 0.1017 0.1017 0.0346 0.0451 0.0566 0.0566 0.0713 0.0713 0.1017 0.1017 0.0346 0.0451 0.0566 0.0566 0.0713 0.0713 0.1017 0.1017 0.0346 0.0451 0.0566 0.0566 0.0713 0.0713 0.1017 0.1017 0.0451 0.0566 0.0566 0.0713 0.0713 0.1017 0.1017 0.0566 0.0566 0.0713 0.0713 0.1017 0.1017 0.0713 0.0713 0.1017 0.1017

Fy(Ksi) 33 33 33 33 50 33 50 33 50 33 33 33 50 33 50 33 50 33 33 33 50 33 50 33 50 33 33 33 50 33 50 33 50 33 33 33 50 33 50 33 50 33 33 33 50 33 50 33 50 33 33 50 33 50 33 50 33 50 33 50 33 50 33 50 33 50

1 180 173 287 433 656 654 990 1236 1872 166 278 420 637 637 965 1209 1831 165 277 419 634 635 962 1206 1827 163 274 415 628 629 953 1197 1814 155 262 400 606 609 923 1166 1766 153 259 395 599 604 914 1157 1752 247 379 575 582 882 1123 1702 365 553 563 854 1094 1657 547 828 1068 1618

Condition 1 (E1F)

Condition 2 (I1F)

Bearing Length (in)

3.5 282 271 443 657 996 977 1480 1799 2726 260 428 638 967 951 1441 1759 2666 259 427 636 963 948 1437 1755 2659 256 422 629 954 940 1424 1742 2640 243 405 607 920 910 1380 1697 2571 240 400 600 909 902 1366 1684 2551 381 576 872 870 1318 1635 2477 554 840 842 1275 1592 2412 816 1237 1554 2355

4 297 285 466 690 1046 1024 1552 1882 2852 274 451 670 1016 998 1512 1841 2790 273 449 668 1012 995 1507 1837 2783 269 444 661 1002 986 1494 1823 2762 256 426 638 966 955 1447 1776 2691 253 420 631 956 946 1433 1762 2669 401 605 917 912 1382 1711 2592 582 882 883 1338 1666 2525 857 1298 1626 2464

6 3501 3361 5471 8061 12221 11911 18051 21731 32931 323 528 783 1186 1160 1758 21251 32201 322 526 780 1182 1157 1752 2120 3212 317 520 772 1170 1147 1737 2105 3189 302 499 745 1128 1111 1683 2050 3106 297 493 736 1116 1100 1666 2034 3081 470 706 1070 1061 1607 1975 2992 680 1031 1027 1555 1923 2914 996 1509 1877 2844

1 336 330 580 891 1350 1368 2073 2657 4025 324 571 879 1331 1351 2047 2629 3983 323 570 877 1329 1349 2044 2626 3978 322 567 873 1323 1344 2036 2617 3965 315 556 859 1302 1324 2007 2585 3917 313 553 855 1295 1318 1998 2575 3902 542 839 1272 1297 1966 2541 3850 826 1251 1279 1938 2511 3805 1262 1913 2484 3764

3.5 4621 453 780 1178 1785 1778 2693 3362 5095 445 768 1162 1761 1756 2660 3327 5041 444 767 1160 1758 1753 2657 3323 5035 442 763 1155 1750 1746 2646 3312 5018 432 749 1136 1722 1721 2608 3272 4957 430 745 1131 1713 1713 2596 3260 4939 730 1110 1682 1686 2555 3216 4873 1092 1655 1662 2518 3178 4815 1640 2485 3144 4764

4 4811 472 810 1221 1850 1838 2785 34671 52531 463 798 1204 1825 1816 2751 3431 5198 462 796 1202 1822 1813 2747 3427 5192 460 792 1197 1813 1806 2736 3415 5174 450 778 1177 1784 1780 2697 3373 5111 447 773 1172 1775 1772 2685 3361 5093 757 1150 1743 1744 2642 3316 5025 1132 1715 1719 2604 3277 4965 1696 2570 3242 4912

Condition 4 (I2F)

Condition 3 (E2F) 1

5451 5351 9131 13691 20751 20501 31061 38311 58051 526 900 1351 2046 2025 3068 37911 57451 525 898 1348 2043 2022 3064 3787 5738 522 893 1342 2034 2014 3051 3774 5718 511 877 1320 2001 1985 3007 3728 5648 507 872 1314 1991 1976 2994 3714 5628 854 1290 1955 1944 2946 3665 5553 1269 1923 1917 2904 3622 5487 1892 2866 3583 5428

170 150 267 430 652 693 1049 1430 2167 131 240 392 594 640 970 1343 2035 129 236 388 588 635 961 1333 2020 122 227 376 569 617 936 1305 1978 100 195 331 502 557 844 1205 1826 93 185 318 482 539 816 1175 1781 150 270 409 473 716 1068 1618 228 346 415 629 974 1476 363 551 889 1348

3.5 2291 201 351 556 842 880 1333 1771 2683 175 315 507 768 813 1232 1663 2520 173 311 501 760 806 1221 1651 2501 164 299 485 735 784 1188 1616 2448 134 256 428 649 707 1071 1492 2261 125 243 411 623 684 1036 1455 2205 197 349 529 600 910 1322 2003 295 447 527 799 1206 1827 462 699 1101 1668

4 2371 209 364 574 870 907 1375 1821 2759 182 326 524 794 839 1271 1710 2592 179 322 518 785 831 1259 1698 2573 170 309 502 760 809 1226 1662 2518 139 265 443 671 729 1105 1535 2325 130 252 425 644 706 1069 1497 2268 204 361 547 619 939 1360 2060 305 462 544 824 1240 1879 476 721 1133 1716

Bearing Length (in)

Bearing Length (in) 6

2671 2351 4071 6391 9681 10041 15211 19971 30261 205 365 583 883 928 1406 18761 28421 202 360 577 874 920 1393 1862 2821 192 346 558 846 895 1356 1822 2761 157 297 493 746 807 1223 1683 2550 146 282 473 716 781 1183 1641 2487 228 402 608 685 1038 1491 2259 339 514 602 912 1360 2060 527 798 1242 1882

441 411 720 1142 1730 1815 2750 3694 5597 384 680 1086 1645 1736 2631 3562 5397 381 675 1079 1635 1728 2618 3547 5374 372 662 1061 1607 1702 2579 3504 5309 339 614 995 1508 1611 2441 3352 5078 329 600 975 1478 1583 2399 3306 5010 548 904 1370 1485 2250 3142 4761 841 1275 1398 2119 2999 4545 1320 2001 2871 4350

3.5 5571 519 892 1392 2109 2179 3302 4340 6575 484 842 1324 2005 2085 3159 4184 6339 480 836 1316 1994 2074 3143 4166 6313 469 819 1293 1960 2044 3096 4116 6236 428 760 1213 1838 1934 2931 3937 5965 416 743 1189 1802 1901 2881 3884 5885 678 1102 1670 1783 2701 3691 5593 1026 1554 1679 2544 3523 5338 1585 2402 3372 5109

4 5741 535 918 1429 2165 2233 3384 4435 6720 499 866 1359 2059 2137 3238 4276 6479 495 860 1351 2047 2126 3221 4258 6452 483 843 1328 2012 2094 3173 4207 6374 441 782 1246 1887 1982 3003 4024 6097 429 764 1221 1850 1949 2952 3969 6014 698 1131 1714 1827 2768 3773 5716 1053 1595 1721 2607 3601 5456 1625 2462 3446 5222

6 6341 5911 10061 15581 23611 24211 36691 47681 72251 551 949 1482 2245 2317 3510 45971 69651 547 943 1473 2232 2305 3492 4578 6936 534 924 1448 2194 2271 3440 4523 6852 487 858 1358 2058 2149 3256 4326 6555 473 838 1331 2017 2113 3201 4267 6466 765 1234 1869 1981 3001 4056 6145 1148 1740 1865 2826 3871 5866 1762 2669 3705 5614

™

Allowable Ceiling Span Heights TablesFor (S-Section) Non-Axial Load Bearing Wall

Allowable Ceiling Spans Deflection Notes 1. For unbraced sections, allowable moment based on AISI S100 section C3.1.2 with unbraced length = listed span. For midspan braced sections, allowable moment based on AISI S100 section C3.1.2 with unbraced length = (listed span)/2. 2. For spans listed with “e”, web stiffeners are required at end reactions. 3. Web crippling calculation based on bearing length = 1 inch. 4. Web crippling and shear capacity have not been reduced for punch-outs. If web punch-outs occur near supports, members must be checked for reduced shear and web crippling in accordance with the AISI S100. 5. Values are for simple span conditions. 6. Stud distortional buckling is based on an assumed Kф = 0.

Allowable Ceiling Spans Deflection Limit L/240 4 psf Lateral Support of Compression Flange Unsupported Section

Fy(Ksi)

250S137-33 250S137-43 250S162-33 250S162-43 350S137-33 350S137-43 350S162-33 350S162-43 362S137-33 362S137-43 362S162-33 362S162-43 400S137-33 400S137-43 400S162-33 400S162-43 550S137-33 550S137-43 550S162-33 550S162-43 600S137-33 600S137-43 600S162-33 600S162-43

33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33

Midspan

Joist Spacing (in) o.c. 12 11’ 9” 13’ 2” 13’ 5” 14’ 11” 12’ 9” 14’ 1” 14’ 6” 16’ 0” 12’ 10” 14’ 3” 14’ 8” 16’ 1” 13’ 2” 14’ 7” 15’ 0” 16’ 6” 14’ 6” 15’ 10” 16’ 6” 17’ 11” 14’ 10” 16’ 2” 16’ 10” 18’ 4”

16 10’ 10” 12’ 1” 12’ 5” 13’ 9” 11’ 9” 13’ 0” 13’ 5” 14’ 9” 11’ 11” 13’ 1” 13’ 6” 14’ 10” 12’ 2” 13’ 5” 13’ 10” 15’ 3” 13’ 5” 14’ 7” 15’ 3” 16’ 7” 13’ 9” 14’ 11” 15’ 8” 17’ 0”

6psf Lateral Support of Compression Flange

24 9’ 9” 10’ 9” 11’ 1” 12’ 3” 10’ 6” 11’ 7” 12’ 0” 13’ 2” 10’ 7” 11’ 8” 12’ 1” 13’ 3” 10’ 11” 12’ 0” 12’ 5” 13’ 7” 12’ 0” 13’ 1” 13’ 8” 14’ 10” 12’ 4” 13’ 5” 14’ 1” 15’ 3”

Unsupported

Joist Spacing (in) o.c. 12 14’ 11” 16’ 2” 15’ 8” 17’ 0” 18’ 1” 19’ 10” 20’ 3” 22’ 0” 18’ 3” 20’ 0” 20’ 9” 22’ 7” 18’ 9” 20’ 6” 21’ 4” 23’ 4” 20’ 10” 22’ 6” 23’ 9” 25’ 7” 21’ 4” 23’ 1” 24’ 4” 26’ 3”

16 13’ 6” 14’ 8” 14’ 2” 15’ 5” 16’ 9” 18’ 4” 18’ 5” 20’ 0” 16’ 11” 18’ 6” 18’ 11” 20’ 7” 17’ 4” 18’ 11” 19’ 10” 21’ 7” 19’ 4” 20’ 10” 22’ 0” 23’ 9” 19’ 10” 21’ 4” 22’ 7” 24’ 4”

Midspan

Joist Spacing (in) o.c. 24

11’ 10” 12’ 10” 12’ 5” 13’ 6” 15’ 0” 16’ 4” 16’ 1” 17’ 6” 15’ 2” 16’ 6” 16’ 6” 17’ 11” 15’ 6” 16’ 11” 17’ 9” 19’ 4” 17’ 5” 18’ 9” 19’ 10” 21’ 4” 17’ 10” 19’ 2” 20’ 4” 21’ 10”

10’ 6” 11’ 8” 12’ 0” 13’ 3” 11’ 5” 12’ 7” 13’ 0” 14’ 3” 11’ 6” 12’ 8” 13’ 1” 14’ 4” 11’ 9” 13’ 0” 13’ 5” 14’ 9” 13’ 0” 14’ 2” 14’ 9” 16’ 1” 13’ 4” 14’ 6” 15’ 2” 16’ 5”

16 9’ 9” 10’ 9” 11’ 1” 12’ 3” 10’ 6” 11’ 7” 12’ 0” 13’ 2” 10’ 8” 11’ 8” 12’ 1” 13’ 3” 10’ 11” 12’ 0” 12’ 5” 13’ 7” 12’ 0” 13’ 1” 13’ 8” 14’ 10” 12’ 4” 13’ 5” 14’ 1” 15’ 3”

13 psf* Lateral Support of Compression Flange Unsupported

Joist Spacing (in) o.c.

Midspan

Joist Spacing (in) o.c.

8’ 8” 9’ 7” 10’ 0” 10’ 11” 9’ 5” 10’ 4” 10’ 9” 11’ 9” 9’ 6” 10’ 5” 10’ 10” 11’ 10” 9’ 9” 10’ 8” 11’ 2” 12’ 2” 10’ 10” 11’ 9” 12’ 4” 13’ 4” 11’ 1” 12’ 0” 12’ 8” 13’ 8”

13’ 0” 14’ 2” 13’ 8” 14’ 10” 16’ 3” 17’ 8” 17’ 8” 19’ 3” 16’ 5” 17’ 10” 18’ 2” 19’ 9” 16’ 9” 18’ 4” 19’ 2” 20’ 10” 18’ 9” 20’ 2” 21’ 4” 23’ 0” 19’ 3” 20’ 9” 21’ 11” 23’ 7”

10’ 4” 11’ 2” 10’ 10” 11’ 9” 13’ 3” 14’ 6” 14’ 0” 15’ 3” 13’ 5” 14’ 9” 14’ 5” 15’ 8” 13’ 10” 15’ 2” 15’ 6” 16’ 11” 15’ 8” 16’ 10” 17’ 11” 19’ 2” 16’ 0” 17’ 3” 18’ 4” 19’ 8”

12 8’ 6” 9’ 4” 9’ 9” 10’ 8” 9’ 3” 10’ 1” 10’ 6” 11’ 6” 9’ 4” 10’ 2” 10’ 8” 11’ 7” 9’ 7” 10’ 5” 10’ 11” 11’ 11” 10’ 7” 11’ 6” 12’ 1” 13’ 0” 10’ 11” 11’ 9” 12’ 5” 13’ 4”

16 7’ 11” 8’ 7” 9’ 0” 9’ 10” 8’ 6” 9’ 4” 9’ 9” 10’ 8” 8’ 7” 9’ 5” 9’ 10” 10’ 9” 8’ 10” 9’ 8” 10’ 1” 11’ 0” 9’ 10” 10’ 7” 11’ 3” 12’ 1” 10’ 1” 10’ 10” 11’ 6” 12’ 5”

Joist Spacing (in) o.c. 24 7’ 1” 7’ 8” 8’ 0” 8’ 9” 7’ 8” 8’ 4” 8’ 9” 9’ 6” 7’ 9” 8’ 5” 8’ 10” 9’ 7” 7’ 11” 8’ 8” 9’ 1” 9’ 10” 8’ 10” 9’ 6” 10’ 1” 10’ 10” 9’ 1” 9’ 9” 10’ 4” 11’ 2”

0’ 0” 10’ 11” 10’ 7” 11’ 6” 12’ 11” 14’ 2” 13’ 8” 14’ 10” 13’ 1” 14’ 5” 14’ 0” 15’ 3” 13’ 6” 14’ 10” 15’ 2” 16’ 6” 15’ 4” 16’ 6” 17’ 6” 18’ 10” 15’ 8” 16’ 11” 18’ 0” 19’ 3”

9’ 1” 9’ 11” 9’ 7” 10’ 5” 11’ 9” 12’ 10” 12’ 5” 13’ 6” 11’ 10” 13’ 1” 12’ 9” 13’ 10” 12’ 4” 13’ 7” 13’ 9” 14’ 11” 14’ 3” 15’ 3” 16’ 2” 17’ 5” 14’ 5” 15’ 8” 16’ 8” 17’ 11”

24 8’ 0” 8’ 8” 8’ 4” 9’ 1” 10’ 0” 11’ 2” 10’ 10” 11’ 9” 10’ 2” 11’ 4” 11’ 1” 12’ 1” 10’ 7” 11’ 10” 11’ 8” 13’ 1” 12’ 8”e 13’ 8” 14’ 2”e 15’ 5” 12’ 10”e 14’ 1” 14’ 9” e 16’ 0”

* Loads that exceed 10 psf limit require an approved CP60 coating.

MEMBER

Allowable Ceiling Spans Deflection Notes 1 .For unbraced sections, allowable moment based on AISI S100 section C3.1.2 with unbraced length = listed span. For midspan braced sections, allowable moment based on AISI S100 C3.1.2 with unbraced length = (listed span)/2. 2. For spans listed with “e”, web stiffeners are required at end reactions. and re-number list of notes 3. Web crippling calculation based on bearing length = 1 inch. 4. Web crippling and shear capacity have not been reduced for punch-outs. If web punch-outs occur near supports, members must be checked for reduced shear and web crippling in accordance with the AISI S100. 5. Values are for simple span conditions. 6. Stud distortional buckling is based on an assumed Kф = 0.

Allowable Ceiling Spans Deflection Deflection Limit Limit L/360 L/360 6 psf Lateral Support of Compression Flange

4 psf Lateral Support of Compression Flange Section

Unsupported 3 (ft) (in) o.c. Joist Spacing

Fy(ksi)

Midspan 14 (ft)Joist Spacing (in) o.c. 16 (ft)

Unsupported (ft) (in) o.c. Joist 12 Spacing

Midspan 8 (ft)Joist Spacing (in) o.c. 10 (ft)

Unsupported 6 (ft)(in) o.c. Joist Spacing 16

250S137-33

11' 9"

10' 10"

9' 9"

13' 0"

11' 10"

10' 4"

10' 6"

9' 9"

8' 8"

11' 4"

10' 4"

9' 0"

8' 6"

7' 11"

6' 11"

8' 9"

8' 0"

6' 11"

250S137-43

13' 2"

12' 1"

10' 9"

14' 2"

12' 10"

11' 2"

11' 8"

10' 9"

9' 7"

12' 4"

11' 2"

9' 9"

9' 4"

8' 7"

7' 7"

9' 6"

8' 8"

7' 7"

250S162-33

13' 5"

12' 5"

10' 10"

13' 8"

12' 5"

10' 10"

11' 11"

10' 10"

9' 5"

11' 11"

10' 10"

9' 5"

9' 2"

8' 4"

7' 4"

9' 2"

8' 4"

7' 4"

250S162-43

14' 10"

13' 6"

11' 9"

14' 10"

13' 6"

11' 9"

13' 0"

11' 9"

10' 3"

13' 0"

11' 9"

10' 3"

10' 0"

9' 1"

7' 11"

10' 0"

9' 1"

7' 11"

350S137-33

12' 9"

11' 9"

10' 6"

16' 10"

15' 4"

13' 4"

11' 5"

10' 6"

9' 5"

14' 9"

13' 4"

11' 8"

9' 3"

8' 6"

7' 8"

11' 4"

10' 4"

9' 0"

350S137-43

14' 1"

13' 0"

11' 7"

18' 4"

16' 8"

14' 6"

12' 7"

11' 7"

10' 4"

16' 0"

14' 6"

12' 8"

10' 1"

9' 4"

8' 4"

12' 4"

11' 3"

9' 10"

350S162-33

14' 6"

13' 5"

12' 0"

17' 8"

16' 1"

14' 0"

13' 0"

12' 0"

10' 9"

15' 5"

14' 0"

12' 3"

10' 6"

9' 9"

8' 9"

11' 11"

10' 10"

9' 5"

350S162-43

16' 0"

14' 9"

13' 2"

19' 3"

17' 6"

15' 3"

14' 3"

13' 2"

11' 9"

16' 9"

15' 3"

13' 4"

11' 6"

10' 8"

9' 6"

13' 0"

11' 9"

10' 3"

362S137-33

12' 10"

11' 11"

10' 7"

17' 4"

15' 9"

13' 9"

11' 6"

10' 8"

9' 6"

15' 2"

13' 9"

12' 0"

9' 4"

8' 7"

7' 9"

11' 8"

10' 7"

9' 3"

362S137-43

14' 3"

13' 1"

11' 8"

18' 10"

17' 1"

14' 11"

12' 8"

11' 8"

10' 5"

16' 5"

14' 11"

13' 1"

10' 2"

9' 5"

8' 5"

12' 8"

11' 6"

10' 1"

362S162-33

14' 8"

13' 6"

12' 1"

18' 2"

16' 6"

14' 5"

13' 1"

12' 1"

10' 10"

15' 10"

14' 5"

12' 7"

10' 8"

9' 10"

8' 10"

12' 3"

11' 1"

9' 8"

362S162-43

16' 1"

14' 10"

13' 3"

19' 9"

17' 11"

15' 8"

14' 4"

13' 3"

11' 10"

17' 3"

15' 8"

13' 8"

11' 7"

10' 9"

9' 7"

13' 4"

12' 1"

10' 7"

400S137-33

13' 2"

12' 2"

10' 11"

18' 8"

17' 0"

14' 10"

11' 9"

10' 11"

9' 9"

16' 4"

14' 10"

12' 11"

9' 7"

8' 10"

7' 11"

12' 7"

11' 5"

10' 0"

400S137-43

14' 7"

13' 5"

12' 0"

20' 4"

18' 6"

16' 2"

13' 0"

12' 0"

10' 8"

17' 9"

16' 2"

14' 1"

10' 5"

9' 8"

8' 8"

13' 9"

12' 6"

10' 11"

400S162-33

15' 0"

13' 10"

12' 5"

19' 7"

17' 10"

15' 6"

13' 5"

12' 5"

11' 2"

17' 1"

15' 6"

13' 7"

10' 11"

10' 1"

9' 1"

13' 3"

12' 0"

10' 6"

400S162-43

16' 6"

15' 3"

13' 7"

21' 4"

19' 4"

16' 11"

14' 9"

13' 7"

12' 2"

18' 7"

16' 11"

14' 9"

11' 11"

11' 0"

9' 10"

14' 5"

13' 1"

11' 5"

550S137-33

14' 6"

13' 5"

12' 0"

20' 10"

19' 4"

17' 5"

13' 0"

12' 0"

10' 10"

18' 9"

17' 5"

15' 8"

10' 7"

9' 10"

8' 10"

15' 4"

14' 3"

12' 8"e

550S137-43

15' 10"

14' 7"

13' 1"

22' 6"

20' 10"

18' 9"

14' 2"

13' 1"

11' 9"

20' 2"

18' 9"

16' 10"

11' 6"

10' 7"

9' 6"

16' 6"

15' 3"

13' 8"

550S162-33

16' 6"

15' 3"

13' 8"

23' 9"

22' 0"

19' 10"

14' 9"

13' 8"

12' 4"

21' 4"

19' 10"

17' 5"

12' 1"

11' 3"

10' 1"

16' 11"

15' 5"

13' 5"e

550S162-43

17 '11"

16' 7"

14' 10"

25' 7"

23' 9"

21' 4"

16' 1"

14' 10"

13' 4"

23' 0"

21' 4"

18' 11"

13' 0"

12' 1"

10' 10"

18' 5"

16' 9"

14' 8"

600S137-33

14' 10"

13' 9"

12' 4"

21' 4"

19' 10"

17' 10"

13' 4"

12' 4"

11' 1"

19' 3"

17' 10"

16' 0"

10' 11"

10' 1"

9' 1"

15' 8"

14' 5"

12' 10"

600S137-43

16' 2"

14' 11"

13' 5"

23' 1"

21' 4"

19' 2"

14' 6"

13' 5"

12' 0"

20' 9"

19' 2"

17' 3"

11' 9"

10' 10"

9' 9"

16' 11"

15' 8"

14' 1"

600S162-33

16' 10"

15' 8"

14' 1"

24' 4"

22' 7"

20' 4"

15' 2"

14' 1"

12' 8"

21' 11"

20' 4"

18' 4"

12' 5"

11' 6"

10' 4"

18' 0"

16' 6"

14' 5" e

600S162-43

18' 4"

17' 0"

15' 3"

26' 3"

24' 4"

21' 10"

16' 5"

15' 3"

13' 8"

23' 7"

21' 10"

19' 8"

13' 4"

12' 5"

11' 2"

19' 3"

17' 11"

15' 8"

* Loads that exceed 10 psf limit require an approved CP60 coating.

Midspan 4 (ft) Joist Spacing (in) o.c.5 (ft)

13 psf* Lateral Support of Compression Flange

™

Header Allowable Load Heights TablesFor Non-Axial Load Bearing Wall

Header Load Notes 1. Spans are based on continous support of compression flange over the full length of header. 2. For two equal spans, the listed span is the distance from either end to the center support, with the header continous over the center support. 3. Header must be braced against rotation at all supports. 4. Web stiffeners required at mid-span supports.

5. Shear capacity at mid-span support has been reduced for the presence of pun chouts adjacent to the supports. Mid-span combined bending and shear check based on stiffened web. 6. Total load deflection limited to L/360. Live load deflection limit as noted. 7. Stud distortional buckling based on an assumed Kφ = 0. 8. Headers consist of two boxed or back-to-back members.

Header Allowable Uniform Loads (PLF) SPAN Member

Yield Strength (ksi)

350S137-33 350S137-43 350S137-54 350S137-68 350S137-97 350S162-33 350S162-43 350S162-54 350S162-68 350S162-97

33 33 50 50 50 33 33 50 50 50

653.7e 899.0e 1622.6e 2092.3e 3392.2e 753.2e 1044.0e 1887.4e 2435.7e 3879.1e

362S137-33 362S137-43 362S137-54 362S137-68 362S137-97 362S162-33 362S162-43 362S162-54 362S162-68 362S162-97 362S200-33 362S200-43 362S200-54 362S200-68 362S200-97 362S250-43 362S250-54 362S250-68 362S250-97 362S300-54 362S300-68 362S300-97

33 33 50 50 50 33 33 50 50 50 33 33 50 50 50 33 50 50 50 50 50 50

400S137-33 400S137-43 400S137-54 400S137-68 400S137-97 400S162-33 400S162-43 400S162-54 400S162-68 400S162-97 400S200-33 400S200-43 400S200-54 400S200-68 400S200-97 400S250-43 400S250-54 400S250-68 400S250-97 400S300-54 400S300-68 400S300-97

33 33 50 50 50 33 33 50 50 50 33 33 50 50 50 33 50 50 50 50 50 50

3 (ft)

4 (ft)

5 (ft)

6 (ft)

8 (ft)

10 (ft)

12 (ft)

14 (ft)

16 (ft)

367.7e 505.7e 912.7e 1159.5e 1542.9 423.7e 587.3e 1061.7e 1344.6e 1803.2

235.3e 323.7e 486.8 593.7 790 271.2e 375.9e 562.5e 688.4 923.3

163.4e 224.8e 281.7 343.6 457.1 188.3e 261.0e 325.5 398.4 534.3

75.4 96.9 118.8 144.9 192.9 86.8e 111.7 137.3 168.1 225.4

38.6 49.6 60.8 74.2 98.7 44.4 57.2 70.3 86.1 115.4

22.3 28.7 35.2 42.9 57.1 25.7 33.1 40.7 49.8 66.8

14.1 18.1 22.2 27 36 16.2 20.8 25.6 31.4 42.1

9.4 12.1 14.9 18.1 24.1 10.8 14 17.2 21 28.2

679.8e 937.0e 1692.0e 2187.7e 3570.3e 783.8e 1088.0e 1967.4e 2545.5e 4077.2e 861.1e 1249.2e 2171.4e 2955.2e 4744.9e 1315.1e 2280.8e 3056.8e 5210.3e 2345.3e 3176.9e 5099.2e

382.4e 527.0e 951.7e 1230.6e 1678.3 440.9e 612.0e 1106.7e 1431.9e 1959.6e 484.3e 702.7e 1221.4e 1662.3e 2337.1e 739.7e 1282.9e 1719.5e 2768.2e 1319.3e 1787.0e 2868.3e

244.7e 337.3e 528.5e 645 859.3 282.2e 391.7e 610.3e 747.3 1003.3 310.0e 449.7e 720.2e 884.8e 1196.6 473.4e 821.1e 1042.2e 1417.3 844.3e 1143.7e 1622.3e

170.0e 234.2e 305.9 373.3 497.3 195.9e 272.0e 353.2 432.5 580.6 215.3e 312.3e 416.8 512.1 692.5 328.8e 487.5e 603.1 820.2 531.0e 681.4e 938.8

81.8 105.2 129 157.5 209.8 94.1e 121.2 149 182.4 244.9 110.5e 142.7e 175.8 216 292.1 167.4e 205.7 254.5 346 224 287.5 396.1

41.9 53.9 66.1 80.6 107.4 48.2 62 76.3 93.4 125.4 56.6 73.1 90 110.6 149.6 85.7 105.3 130.3 177.2 114.7 147.2 202.8

24.2 31.2 38.2 46.7 62.2 27.9 35.9 44.1 54.1 72.6 32.7 42.3 52.1 64 86.6 49.6 60.9 75.4 102.5 66.4 85.2 117.4

15.3 19.6 24.1 29.4 39.1 17.6 22.6 27.8 34 45.7 20.6 26.6 32.8 40.3 54.5 31.2 38.4 47.5 64.6 41.8 53.6 73.9

10.2 13.1 16.1 19.7 26.2 11.8 15.1 18.6 22.8 30.6 13.8 17.8 22 27 36.5 20.9 25.7 31.8 43.3 28 35.9 49.5

758.0e 1050.5e 1899.7e 2473.9e 4120.6e 875.0e 1219.6e 2206.8e 2875.0e 4687.4e 961.6e 1400.2e 2433.4e 3329.8e 5433.6e 1471.2e 2553.5e 3436.2e 5934.4e 2624.9e 3569.5e 5795.1e

426.4e 590.9e 1068.6e 1391.6e 2126.7e 492.2e 686.0e 1241.3e 1617.2e 2475.4e 540.9e 787.6e 1368.8e 1873.0e 2943.0e 827.5e 1436.3e 1932.9e 3338.1e 1476.5e 2007.9e 3259.8e

272.9e 378.2e 666.5e 814.6e 1088.9 315.0e 439.0e 767.6e 941.2e 1267.4 346.2e 504.1e 876.0e 1111.3e 1506.8e 529.6e 919.3e 1237.0e 1777.0e 945.0e 1285.0e 2025.8e

189.5e 262.6e 385.7 471.4 630.1 218.8e 304.9e 444.2e 544.7 733.5 240.4e 350.0e 522.8e 643.1e 872 367.8e 609.6e 754.4e 1028.3 656.2e 849.2e 1172.3

102.9e 132.5 162.7 198.9 265.8 118.2e 152.3e 187.4 229.8 309.4 135.2e 178.8e 220.6 271.3 367.9 206.9e 257.2 318.3 433.8 279.5 358.3 494.6

52.7 67.8 83.3 101.8 136.1 60.5 78 95.9 117.7 158.4 71.0e 91.6 112.9 138.9 188.3 107 131.7 163 222.1 143.1 183.4 253.2

30.5 39.3 48.2 58.9 78.8 35 45.1 55.5 68.1 91.7 41.1 53 65.4 80.4 109 61.9 76.2 94.3 128.5 82.8 106.2 146.5

19.2 24.7 30.4 37.1 49.6 22 28.4 35 42.9 57.7 25.9 33.4 41.2 50.6 68.6 39 48 59.4 80.9 52.2 66.8 92.3

12.9 16.6 20.3 24.9 33.2 14.8 19 23.4 28.7 38.7 17.3 22.4 27.6 33.9 46 26.1 32.1 39.8 54.2 34.9 44.8 61.8

NOTES: 1. Spans are based on continous support of compression flange over the full length of header. 2. For two equal spans, the listed span is the distance from either end to the center support, with the header continous over the center support. 3. Header must be braced against rotation at all supports. 4. Web stiffeners required at mid-span supports.

5. Web stiffeners required at mid span supports. 6. Values are for un-punched members. 7. Total load deflection is limited to L/360. 8. Allowable moment, shear and web crippling are based on twice the capacity of a single member. The moment of inertia is based on twice the value of the single member.

9. Web crippling check is based on 1” bearing length at end supports. 10. Allowable loads are for simply supported headers with uniform bending loads only. 11. Headers are made from two “ boxed” or “back-to-back” members. 12. “e” web stiffeners are required at ends.

Header Load Tables (Continued)

550S137-33 550S137-43 550S137-54 550S137-68 550S137-97 550S162-33 550S162-43 550S162-54 550S162-68 550S162-97

33 33 50 50 50 33 33 50 50 50

931.4e 1938.2e 3560.7e 4654.7e 6625.5e 931.4e 2066.7e 3979.4e 5177.0e 7426.1e

600S137-33 600S137-43 600S137-54 600S137-68 600S137-97 600S162-33 600S162-43 600S162-54 600S162-68 600S162-97 600S200-33 600S200-43 600S200-54 600S200-68 600S200-97 600S250-43 600S250-54 600S250-68 600S250-97 600S300-54 600S300-68 600S300-97

33 33 50 50 50 33 33 50 50 50 33 33 50 50 50 33 50 50 50 50 50 50

800S137-33¹ 800S137-43 800S137-54 800S137-68 800S137-97 800S162-33¹ 800S162-43 800S162-54 800S162-68 800S162-97 800S200-33¹ 800S200-43 800S200-54 800S200-68 800S200-97 800S250-43 800S250-54 800S250-68 800S250-97 800S300-54 800S300-68 800S300-97

33 33 50 50 50 33 33 50 50 50 33 33 50 50 50 33 50 50 50 50 50 50

850.8e 1887.0e 3445.9e 4569.2e 7526.5e 850.8e 1887.6e 3763.8e 5846.8e 8403.7e 850.8e 1887.6e 3763.8e 6475.4e 9560.6e 1887.6e 3763.8e 6146.9e 10278.1e 3763.8e 6414.2e 9967.5e

698.5e 1090.3e 2002.9e 2618.3e 3726.9e 698.5e 1232.9e 2238.4e 2912.1e 4177.2e 638.1e 1061.4e 1938.3e 2570.2e 4233.7e 638.1e 1390.0e 2527.1e 3288.8e 4727.1e 638.1e 1415.7e 2532.9e 3642.4e 5377.9e 1415.7e 2666.7e 3457.6e 5781.4e 2760.5e 3608.0e 5606.7e

477.5e 697.8e 1281.9e 1675.7e 2363.2e 539.3e 789.1e 1432.6e 1863.7e 2673.4e 479.1e 679.3e 1240.5e 1644.9e 2709.5e 510.5e 889.6e 1617.4e 2104.9e 3025.3e 510.5e 919.6e 1621.1e 2331.1e 3441.8e 967.4e 1706.7e 2212.9e 3700.1e 1766.7e 2309.1e 3588.3e

331.6e 484.6e 825.1e 1013.0e 1367.6e 374.5e 548.0e 940.5e 1157.8e 1572.5e 332.7e 471.7e 861.5e 1142.3e 1694.8e 422.5e 617.8e 1123.2e 1426.3e 1941.3e 425.4e 638.6e 1125.8e 1618.8e 2270.9e 671.8e 1185.2e 1536.7e 2569.5e 1226.9e 1603.5 2491.9e

186.5e 272.6e 348.1e 427.3 576.9 210.7e 308.2e 396.8 488.5e 663.4 187.1e 265.4e 429.8e 528.3e 715 237.7e 347.5e 488.3e 601.7e 819 255.8e 359.2e 566.7e 700.0e 958.0e 377.9e 649.9e 807.0e 1109.0e 690.1e 894.2e 1246.8e

112.1e 144.7e 178.2 218.8 295.4 127.5e 164.6e 203.2 250.1 339.7 119.8e 169.8e 220.1 270.5 366.1 152.1e 202.4e 250.0e 308.1 419.3 163.7e 229.9e 290.1e 358.4 490.5 341.9e 332.8e 413.2e 567.8 357.2e 457.8e 638.4

64.9e 83.7 103.1 126.6 170.9 73.8e 95.3e 117.6 144.7 196.6 78.7e 103.3e 127.3 156.5 211.8 90.7e 117.1e 144.7 178.3 242.7 105.0e 135.7e 167.9 207.4 283.9 155.9e 192.6 239.1 328.6 206.7e 265 369.4

40.9 52.7 64.9 79.7 107.7 46.5e 60 74 91.1 123.8 49.6e 65 80.2 98.6 133.4 57.1e 73.8 91.1 112.3 152.8 66.1e 85.5e 105.7 130.6 178.8 98.2e 121.3 150.6 206.9 130.2 166.9 232.6

27.4 35.3 43.5 53.4 72.1 31.1 40.2 49.6 61.1 82.9 33.2 43.6 53.7 66 89.4 38.3e 49.4 61 75.2 102.4 44.3e 57.2 70.8 87.5 119.8 65.8e 81.2 100.9 138.6 87.2 111.8 155.8

632.0e 1401.5e 2788.4e 5627.6e 9533.7e 632.0e 1401.5e 2788.4e 5627.6e 10771.0e 632.0e 1401.5e 2788.4e 5627.6e 14314.9e 1401.5e 2788.4e 5627.6e 14513.7e 2788.4e 5627.6e 14513.7e

474.0e 1051.2e 2091.3e 3663.6e 5362.7e 474.0e 1051.2e 2091.3e 4150.2e 6058.7e 474.0e 1051.2e 2091.3e 4220.7e 8052.1e 1051.2e 2091.3e 4220.7e 8558.1e 2091.3e 4220.7e 8243.2e

379.2e 840.9e 1673.0e 2344.7e 3432.1e 379.2e 840.9e 1673.0e 2656.1e 3877.5e 379.2e 840.9e 1673.0e 3376.6e 5153.4e 840.9e 1673.0e 3288.0e 5477.2e 1673.0e 3376.6e 5275.7e

316.0e 655.6e 1200.9e 1628.3e 2383.4e 316.0e 700.8e 1362.6e 1844.5e 2692.7e 316.0e 700.8e 1394.2e 2415.2e 3578.7e 700.8e 1394.2e 2283.3e 3803.6e 1394.2e 2378.2e 3663.6e

237.0e 368.8e 675.5e 915.9e 1340.7e 237.0e 419.6e 766.5e 1037.6e 1514.7e 237.0e 525.6e 934.7e 1358.5e 1912.6e 525.6e 951.2e 1284.4e 2139.5e 957.5e 1337.8e 2060.8e

163.9e 236.0e 432.3e 550.9e 751.5e 187.0e 268.5e 490.5e 619.7e 849.0e 189.6e 340.6e 574.5e 711.5e 979.3e 346.0e 608.8e 809.5e 1117.9e 612.8e 856.2e 1249.1e

113.8e 163.9e 253.8e 318.8e 434.9 129.9e 186.5e 285.1e 358.6e 491.3 149.3e 236.5e 332.5e 411.8e 566.7 240.3e 377.6e 468.4e 646.9e 405.5e 515.5e 722.9e

83.6e 120.4e 159.8 200.8 273.9 95.4e 137.0e 179.5e 225.8 309.4 109.7e 168.9e 209.4e 259.3e 356.9 176.6e 237.8e 295 407.4 255.4e 324.6e 455.2

64.0e 86.1e 107.1 134.5 183.5 72.7e 96.6e 120.3 151.3 207.3 84.0e 113.1e 140.3 173.7 239.1 128.4e 159.3e 197.6 272.9 171.1e 217.5 305

Notes: NOTES: "e" web stiffners required at ends 1. Spans are based on continous support of compression flange over the full length of header. Values are for unpunched members. 2. For two equal spans, the listed span is the distance from either end to the center support, with Total load deflection is limited to L/360. the header continous themodified center support. Allowable loads have notover been for wind or earthquake loading. 3. Header againstmade rotation all supports. Allowable must loads be arebraced for headers fromattwo "boxed" members. Allowable moment, shear and web crippling are based on twice the capacity of a single member. 4. Web stiffeners required at mid-span supports. The moment of inertia is based on twice the value of the single member. Bearing length for web crippling = 1" minimum. Members are assumed adequately braced for bending. Allowable loads are for simply supported headers with uniform bending loads only.

Header Load Tables (Continued)

1000S162-43¹ 1000S162-54 1000S162-68 1000S162-97 1000S200-43¹ 1000S200-54 1000S200-68 1000S200-97 1000S250-43¹ 1000S250-54 1000S250-68 1000S250-97 1000S300-54 1000S300-68 1000S300-97

33 50 50 50 33 50 50 50 33 50 50 50 50 50 50

1114.6e 2214.5e 4460.5e 13151.6e 1114.6e 2214.5e 4460.5e 13151.6e 1114.6e 2214.5e 4460.5e 13151.6e 2214.5e 4460.5e 13151.6e

835.9e 1660.8e 3345.4e 8157.3e 835.9e 1660.8e 3345.4e 9333.3e 835.9e 1660.8e 3345.4e 9863.7e 1660.8e 3345.4e 9863.7e

668.7e 1328.7e 2676.3e 5220.7e 668.7e 1328.7e 2676.3e 5973.3e 668.7e 1328.7e 2676.3e 7500.1e 1328.7e 2676.3e 7183.5e

557.3e 1107.2e 2230.3e 3625.5e 557.3e 1107.2e 2230.3e 4148.1e 557.3e 1107.2e 2230.3e 5208.4e 1107.2e 2230.3e 4988.6e

418.0e 830.4e 1343.9e 2039.3e 418.0e 830.4e 1509.7e 2333.3e 418.0e 830.4e 1672.7e 2929.7e 830.4e 1672.7e 2806.1e

334.4e 627.5e 860.1e 1305.2e 334.4e 664.3e 966.2e 1493.3e 334.4e 664.3e 1105.1e 1875.0e 664.3e 1118.5e 1795.9e

238.3e 435.8e 597.3e 858.2e 269.0e 472.7e 671.0e 978.1e 278.6e 520.9e 767.5e 1104.1e 527.4e 776.8e 1230.1e

175.1e 302.8e 385.1e 540.5e 197.6e 345.1e 438.2e 615.9e 217.3e 382.7e 501.7e 695.3e 387.5e 549.9e 774.6e

134.0e 202.8e 258.0e 362.1 151.3e 231.2e 293.6e 412.6 166.4e 270.5e 336.1e 465.8e 293.8e 368.4e 518.9e

1200S162-54¹ 1200S162-68 1200S162-97 1200S200-54¹ 1200S200-68 1200S200-97 1200S250-54¹ 1200S250-68 1200S250-97 1200S300-54¹ 1200S300-68 1200S300-97

50 50 50 50 50 50 50 50 50 50 50 50

1836.5e 3694.3e 10862.7e 1836.5e 3694.3e 10862.7e 1836.5e 3694.3e 10862.7e 1836.5e 3694.3e 10862.7e

1377.4e 2770.7e 8147.0e 1377.4e 2770.7e 8147.0e 1377.4e 2770.7e 8147.0e 1377.4e 2770.7e 8147.0e

1101.9e 2216.6e 6517.6e 1101.9e 2216.6e 6517.6e 1101.9e 2216.6e 6517.6e 1101.9e 2216.6e 6517.6e

918.2e 1847.2e 4536.6e 918.2e 1847.2e 5167.2e 918.2e 1847.2e 5431.3e 918.2e 1847.2e 5431.3e

688.7e 1385.4e 2551.8e 688.7e 1385.4e 2906.5e 688.7e 1385.4e 3142.1e 688.7e 1385.4e 3636.9e

550.9e 1055.9e 1633.2e 550.9e 1108.3e 1860.2e 550.9e 1108.3e 2010.9e 550.9e 1108.3e 2327.6e

459.1e 733.3e 1134.1e 459.1e 821.4e 1291.8e 459.1e 833.7e 1396.5e 459.1e 919.6e 1616.4e

389.9e 538.7e 833.3e 393.5e 603.5e 949.1e 393.5e 612.5e 1026.0e 393.5e 675.6e 1187.6e

298.5e 398.7e 574.0e 323.3e 450.2e 647.3e 335.1e 469.9e 725.7e 344.3e 517.3e 802.7e

â&#x201E;˘

Section Allowable Properties Heightsand ForCeiling Non-Axial SpansLoad for U-Channels Bearing Wall

Section Properties - U Channels Effective Properties 33 ksi

Gross

Design Thickness (in)

Area (in2)

Weight (lb/ft)

Ix (in4)

Rx (in)

Iy (in4)

Ry (in)

Ix (in4)

Sx (in3)

Ma (in-k)

Va (lb)

75U050-54

0.0566

0.087

0.30

0.007

0.288

0.002

0.155

0.007

0.019

0.45

315

150U050-54

0.0566

0.129

0.44

0.039

0.547

0.003

0.144

0.039

0.052

1.22

840

200U050-54

0.0566

0.157

0.54

0.079

0.709

0.003

0.136

0.079

1.87

1190

250U050-54

0.0566

0.186

0.63

0.139

0.866

0.003

0.128

0.139

0.111

2.64

1540

Section

PROPERTY NOTES: 1. For Deflection calculations, use effective Ixx 2. Inside bend radius taken as 3/32".

Allowable U-Channel Ceiling Spans - L/240 Section 75U050-54 150U050-54 200U050-54 250U050-54

Single Multiple Single Multiple Single Multiple Single Multiple

13 psf* Channel Spacing (in) o.c.

6 psf Channel Spacing (in) o.c.

4 psf Channel Spacing (in) o.c.

3' 11"

3' 5"

3' 1"

2' 10"

2' 8"

3' 5"

3' 0"

2' 8"

2' 6"

2' 4"

2' 7"

2' 4"

2' 1"

4' 10" 5' 6" 7' 1" 5' 10"

4' 2" 3' 10" 4' 10" 4' 5'' 6' 2" 5' 8" 5' 1" 4' 8"

3' 7" 4' 1" 5' 3" 4' 4"

3' 4'' 3' 10" 4' 11" 4' 1"

4' 2" 3' 8" 4' 10" 4' 3" 6' 2" 5' 5" 5' 1" 4' 6"

3' 4" 3' 10" 4' 11" 4' 1"

3' 1" 3' 7" 4' 7" 3' 10"

2' 10" 3' 3" 3' 5" 3' 9" 4' 4" 4' 10" 3' 7" 4' 0"

2' 9" 3' 3" 4' 2" 3' 6'

7' 5"

6' 6"

5' 11" 5' 6"

5' 2"

6' 6"

5' 8"

5' 2"

4' 10" 4' 7"

5' 1"

6' 1" 7' 9"

5' 4" 6' 9"

4' 10" 4' 6" 6' 2" 5' 9"

4' 3" 5' 5"

5' 4" 6' 9"

4' 8" 5' 11"

4' 3" 5' 5"

4' 0" 5' 0"

4' 2" 5' 3"

3' 9" 4' 9"

15 psf* Channel Spacing (in) o.c.

1' 11" 1' 9"

2' 6"

2' 2"

2' 0"

1' 10" 1' 8"

2' 4" 3' 0" 3' 9" 3' 2"

2' 1" 2' 9" 3' 4" 3' 0"

1' 11" 2' 7" 3' 0" 2' 10"

3' 1" 3' 7" 4' 7" 3' 10"

2' 7" 3' 2" 4' 0" 3' 4"

2' 2" 2' 10" 3' 6" 3' 1"

2' 0" 2' 7" 3' 1" 2' 10"

1' 9" 2' 5" 2' 9" 2' 8"

4' 5"

4' 0"

3' 9"

3' 6"

4' 10"

4' 3"

3' 10"

3' 7"

3' 2"

3' 8" 4' 7"

3' 4" 4' 3"

3' 1" 2' 11" 4' 0" 3' 11" 3' 9" 5' 0"

3' 6" 4' 5"

3' 2" 4' 0"

3' 0" 3' 9"

2' 10" 3' 7"

* Loads that exceed 10 psf limit require an approved CP60 coating.

Allowable U-Channel Ceiling Spans - L/360 Section 75U050-54 150U050-54 200U050-54 250U050-54

Single Multiple Single Multiple Single Multiple Single Multiple

13 psf* Channel Spacing (in) o.c.

6 psf Channel Spacing (in) o.c.

4 psf Channel Spacing (in) o.c.

15 psf* Channel Spacing (in) o.c.

3' 5"

3' 0"

2' 8"

2' 6"

2' 4"

3' 0"

2' 7"

2' 4"

2' 2"

2' 1"

2' 4"

2' 0"

1' 10

1' 8"

1' 7"

2' 2"

1' 11"

1' 9"

1' 7"

1' 6"

4' 2"

3' 8"

3' 4"

3' 1"

2' 11" 3' 8"

3' 2"

2' 11"

2' 8"

2' 7"

2' 10"

2' 6''

2' 3"

2' 1"

1' 11" 2' 8"

2' 4"

2' 2"

2' 0"

1' 9"

5' 6" 7' 1"

4' 10" 6' 2"

4' 5" 5' 8"

4' 1" 5' 3"

3' 10" 4' 10" 4' 3" 4' 11" 6' 2" 5' 5"

3' 10" 3' 7" 4' 11" 4' 7"

3' 5" 4' 4"

3' 9" 4' 10"

3' 3" 4' 2"

3' 0" 3' 9"

2' 9" 3' 4"

2' 7" 3' 0"

3' 7" 4' 7"

3' 2" 4' 0"

2' 10" 3' 6"

2' 7" 3' 1"

2' 5" 2' 9"

5' 10" 7' 5" 6' 1" 7' 9"

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

4' 8" 5' 11" 4' 10" 6' 2"

4' 4" 5' 6" 4' 6" 5' 9"

4' 1" 5' 2" 4' 3" 5' 5"

3' 7" 4' 7" 3' 9" 4' 9"

4' 0" 5' 1" 4' 2" 5' 3"

3' 6" 4' 5" 3' 8" 4' 7"

3' 2" 4' 0" 3' 4" 4' 3"

3' 0" 3' 9" 3' 1" 3' 11"

2' 10'' 3' 6" 2' 11" 3' 9"

3' 10" 4' 10" 4' 0" 5' 0"

3' 4" 4' 3" 3' 6" 4' 5"

3' 1" 2' 10" 2' 8" 3' 10" 3' 7" 3' 2" 3' 2" 3' 0" 2' 10" 4' 0" 3' 9" 3' 7"

5' 1" 6' 6" 5' 4" 6' 9"

4' 6" 5' 8" 4' 8" 5' 11"

* Loads that exceed 10 psf limit require an approved CP60 coating. SPAN NOTES: 1. Fy = 33 ksi for all sections 2. Multiple span indicates two or more equal spans with channel continuous over interior supports 78 3. Bearing Lengths = 0.75"

3'10" 4' 10" 4' 0" 5' 0"

4. Allowable spans based on the compression flange laterally unbraced 5. Include Torsion 6. Loads that exceed 10 psf. limit require an approved CP60 coating.

â&#x201E;˘

Allowable Section Properties Heights For andNon-Axial Ceiling Spans LoadforBearing Hat-Channels Wall

Structural Properties for Hat Furring Channels Gross Properties

Effective Properties

087F125-18

0.0188

0.070

0.239

0.009

0.356

0.0422

0.774

0.0086

0.0160

26.41

087F125-27

0.0283

0.105

0.357

0.013

0.353

0.0628

0.774

0.0131

0.0272

44.78

087F125-30

0.0312

0.115

0.392

0.014

0.352

0.0691

0.774

0.0143

0.0307

50.47

087F125-33

0.0346

0.127

0.433

0.016

0.351

0.0763

0.774

0.0157

0.0337

55.43

NOTES: 1. Hems and offset in flange, if present, are ingored. 2. Design thickness used for determination of properties. Minimum delivered thickness must be no less than 95% of design thickness. 3. Effective properties are given as the minimum value for positive or negative bending.

Hat Furring Channel Allowable Ceiling Spans - L/240 Uniform Load

Section

Fy (ksi)

4 psf Spacing (in) oc

6 psf Spacing (in) oc

13 psf Spacing (in) oc

Hat Furring Channel Allowable Ceiling Spans - L/360 Uniform Load

Section

Fy (ksi)

4 psf Spacing (in) oc

6 psf Spacing (in) oc

13 psf Spacing (in) oc

NOTES: 1. Single spans taken as the minimum span based on moment, shear, web crippling or deflection 2. Multiple spans indicate two or more equal, continuous spans with span length measured support to support. 3. Multiple spans taken as the minimum span based on moment, shear, web crippling, deflection combined bending and shear or combined and web crippling 4. Web crippling values based on 1" bearing at end and interior supports.

â&#x201E;˘

800.775.2362 WWW.CEMCOSTEEL.COM Corporate Headquarters & Main Manufacturing Facility

Northern California Manufacturing Facility

Denver Colorado Manufacturing Facility

Ft. Worth Texas Manufacturing Facility

263 North Covina Lane City of Industry, CA 91744

1001-A Pittsburg Antioch Hwy Pittsburg, CA 94565

490 Osage Street Denver, CO 80204

8600 Will Rogers Blvd Ft. Worth, TX 76140

Phone: 800.775.2362 Fax: 626.330.7598

Phone: 925.473.9340 Fax: 925.473.9341

Phone: 303.572.3626 Fax: 303.572.3627

Phone: 817.568.1525 Fax: 817.568.2759

For more information, please contact CEMCO's technical services group at 800-416-2278. This technical information reflects the most current information available and supersedes any and all previous publications effective July 1, 2013

PRODUCT CATALOG Certified Steel Stud Association

ES #2620 November 1, 2013 #VSB5-8/2013

By providing a lighter, stronger, more efficient framing system,

The Proprietary Steel Framing System That Has Withstood The Test Of Time...

ViperStud® has earned the trust of industry leaders nationwide. Made from high-strength steel and formed with exclusive ViperRib technology, ViperStud® is the flat steel system that will be here for the long term, you can count on that.

Standing Strong. TM

A Track Record You Can Count On, Verified Code Compliant Code Information ViperStud Drywall Framing has been veriﬁed by the following IAS Accredited Test Agencies and/or certiﬁed by the Product Evaluation Agencies listed here.

Patents

ViperStud Patent #D621,964 ViperTrack Patent #D621,963

IBC/IRC 2003, 2006, 2009, 2012 Compliant The Viper25 & Viper20 values for composite limiting heights in this catalog have been submitted for recognition in our ICC-ES ESR-2620 & ATI ES CCRR0154 reports. The physical properties , fully-braced and 48" O.C. braced limiting heights of ViperStud in this catalog are listed in our evaluation report ATI CCRR-0154. ViperStud complies with 2013 ICC-ES and CSSA code compliance certiﬁcation programs. Please see the full versions of these reports at www.cemcosteel.com. U.S. Patent Nos. D621,964 and D621,963 are assigned to Ware Industries, Inc. and used by CEMCO under license from Ware Industries, Inc. “ViperStud®,” “ViperTrack®,” and “ViperRib®” are registered trademarks of Ware Industries, Inc. The ViperStud logo and “Standing Strong.™” are trademarks of Ware Industries, Inc. The “ViperStud®,” “ViperTrack®,” “ViperRib®,” and “Standing Strong.™” trademarks are used by CEMCO under license from Ware Industries, Inc. ©2011 Ware Industries, Inc. All rights reserved.

ViperStud Drywall Framing System is tested or conforms to these standards: • AISI S100-07 with S2-09 North American Specification, 2007 edition with Supplement No. 2 • AISI S220-11 North American Standard for ColdFormed Steel Framing—Non-Structural Members • ASTM A1003 Standard Specification for Steel Sheet, Carbon, Metallic- and Nonmetallic Coated for Cold-Formed Framing Members • ASTM C645 Standard Specification for Nonstructural Steel Framing Members • ASTM A653/A653M Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process • ASTM C754 Standard Specification for Installation of Steel Framing Members to Receive Screw-Attached Gypsum Panel Products • ASTM E90 Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements • ASTM E119 Standard Test Methods for Fire Tests of Building construction and Materials. Fire rated for 1, 2, 3, and 4 hour rated walls. • ASTM E72 Standard Test Methods of Conducting Strength Tests of Panels for Building Construction • ASTM C1629 Standard Classification for AbuseResistant Nondecorated Interior Gypsum Panel Products and Fiber-Reinforced Cement Panels

ViperStud is listed in the following: • ATI CCRR-0154 • ICC-ES ESR-2620 • NYC Department of Buildings MEA 56-08-M, MEA 56-08-M Vol 2, MEA 235-08-M

Architectural Testing Approved & ICC ES Code Compliant Viper25, Viper20, Viper 18mil, Viper 30mil, and Viper 33mil manufactured by CEMCO received an evaluation report (CCRR-0154) from ATI Evaluation Services and an evaluation report (ESR# 2620) from ICC Evaluation Service (ICC-ES), providing evidence that the ViperStud Drywall Framing System meets code requirements. Building ofﬁcials, architects, contractors, speciﬁers, designers and others utilize these Evaluation Reports to provide a basis for using or approving metal framing in construction projects following the International Building Code.

LEED® v3 Information Available LEED® points in the following categories: • MR Credit 2 - Construction Waste Management (1-2 points) • MR Credit 4 - Recycled Content (1-2 points) • MR Credit 5 - Regional Materials (1-2 points

Recycled Content • Total Recycled Content: 35% • Post Consumer Content: 19.8% • Pre Consumer (Post Industrial) Content: 14.4%

ViperStud® Drywall Framing System

VIPERSTUD® & VIPERTRACK®

A High Strength, Flat Steel Drywall Framing System

Flat Steel

The ViperStud® Drywall Framing System offers all the benefits of conventional flat steel studs with a design that performs even better. The ViperStud® drywall framing system is interchangeable with conventional framing components. Since ViperStud® is flat steel, it is easy to plumb and mark, make minor adjustments and use laser levels. This makes installation the same as conventional studs. No extra training or special fasteners are required for installation.

Knurl & Rib Technology The stud and track system utilizes a knurled flange and reinforcing ribs along with a flat stud design. Knurling is the pattern of small ridges formed on the flange to prevent screws from walking. Since knurling is only formed on one side of the steel, the stud stays flat, never compromising the strength or thickness of Knurling the steel. Pattern ViperRib® technology applies a reinforced ribbing over the web and flange of ViperStud. The ribs provide added strength, are less prone to twist and creating ViperRib® ”high-shoulders” when finInside Flange ishing gypsum board. View ViperRib® Technology makes ViperStud stronger & less prone to twist or buckle.

The One-Track System

Hemmed Track

We’ve tested ViperTrack25 extensively with Viper25 and Viper20 studs. Our third-party testing proves that it is not necessary to use the same thickness track as the stud. Now you can submit a lighter gauge track with your Viper20 studs and reduce your cost. t t t t

Saves money Fewer items to inventory Safer, ViperTrack25 is fully hemmed Supported by testing

Not applicable for Impact or Abuse Rated walls. Fire rated walls should be built per specific assembly requirements.

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For more information, please contact CEMCO’s Technical Service Department at 800-416-2278. This technical information reﬂects the most current information available and supersedes any and all previous publications effective November 1, 2013 #VSB5-8/2013

ViperStud® Drywall Framing System

PHYSICAL PROPERTIES

ViperStud® MODEL NO.

DESIGN MINIMUM YIELD THICKNESS (in) THICKNESS (in) (ksi)

VIPER25 VIPER 18mil VIPER20 VIPER20 VIPER 30mil VIPER 33mil

0.016 0.019 0.021 0.022 0.031 0.035

0.015 0.018 0.020 0.021 0.030 0.033

50 33 57 57 33 33

COATING FLANGE 1,2 (in)

WEB SIZES (in) 1-5/8, 2-1/2, 3-5/8, 4, 6 1-5/8, 2-1/2, 3-5/8, 4, 6 1-5/8, 2-1/2, 3-5/8 4, 6 1-5/8, 2-1/2, 3-5/8, 4, 6 1-5/8, 2-1/2, 3-5/8, 4, 6

G40 G40 G40 G40 G40 G40

RETURN LIP

1-1/4 1-1/4 1-1/4 1-1/4 1-1/4 1-1/4

1/4 1/4 1/4 1/4 1/4 1/4

ViperTrack® MODEL NO.

DESIGN MINIMUM YIELD THICKNESS (in) THICKNESS (in) (ksi)

VIPERTRACK25 VIPERTRACK 18mil VIPERTRACK20 VIPERTRACK20 VIPERTRACK 30mil VIPERTRACK 33mil

0.016 0.019 0.021 0.022 0.031 0.035

0.015 0.018 0.020 0.021 0.030 0.033

Notes: 1. Per ASTM C645 & ASTM A1003 Table 1. 2. G60 and G90 available upon request. 3. Knockout siuze for 1-5/8" & 2-1/2" stud is 3/4" x 1-3/4". Knockout size for 3-5/8", 4", and 6" stud is 1-1/2" x 2-1/2".

50 33 50 50 33 33

WEB SIZES (in)

COATING FLANGE 1,2 (in)

1-5/8, 2-1/2, 3-5/8, 4, 6 1-5/8, 2-1/2, 3-5/8, 4, 6 1-5/8, 2-1/2, 3-5/8 4, 6 1-5/8, 2-1/2, 3-5/8, 4, 6 1-5/8, 2-1/2, 3-5/8, 4, 6

G40 G40 G40 G40 G40 G40

RETURN LIP

1-1/4 1-1/4 1-1/4 1-1/4 1-1/4 1-1/4

1/4 1/4 1/4 1/4 1/4 1/4

Viper25 (15 mil) is equivalent to conventional 25 gauge (18 mil) studs, and Viper20 (20 & 21 mil) is equivalent to conventional 20 gauge (30 mil). Both Viper25 and Viper20 meet ASTM C645. ASTM C 645 Section 5.1 allows for permissible dimensional thickness variations. Section 8.2 allows for thickness variations and exemptions from minimum section property values, if speciﬁed performance requirements are not met. The ViperStud Drywall Framing products meet and exceed these requirements.

DEEP LEG DEFLECTION TRACK Deﬂection track can be required at the top of a wall to allow for anticipated downward movement of the primary structure. A gap is provided between the end of the stud and track to accommodate this movement. The studs are not fastened to the track to allow movement up or down. The bridging is required within 12” from the top to keep the stud in place and provide rotational restraint. The leg of the track must be long enough to provide the required gap, bearing surface for the studs and allow for construction tolerances.

MODEL NO. VIPERTRACK25 VIPERTRACK18mil VIPERTRACK20

VIPERTRACK20 VIPERTRACK 30mil VIPERTRACK 33mil

Studs are secured by one of the following methods: A. CR channel and BRC Clip. 12” down from the stud end. B. Attaching ﬂat strap at each side of the stud ﬂange. 12” down from the stud end.

DESIGN MINIMUM COATING THICKNESS THICKNESS YIELD 4,5 (ksi) (in) (in) 0.016 0.019 0.021 0.021 0.021 0.022 0.022 0.022 0.031 0.031 0.031 0.035 0.035 0.035

0.015 0.018 0.020 0.020 0.020 0.021 0.021 0.021 0.030 0.030 0.030 0.033 0.033 0.033

Notes: 1. Max wall height based on stud spacing of 16” o.c. & 5 PSF lateral load. 2. 1-5/8” deep leg track available with max 2” leg. 3. Wall studs are not fastened to deep leg trac. 4. G60, G90 available upon request. 5. Per ASTM C645 & ASTM A1003, Table 1

50 33

G40 G40

G40

WEB SIZES (in) 2 1-5/8, 2-1/2, 3-5/8, 4, 6 1-5/8, 2-1/2, 3-5/8, 4, 6 1-5/8, 2-1/2, 3-5/8 2-1/2, 3-5/8 2-1/2, 3-5/8 4, 6 4, 6 4, 6 1-5/8, 2-1/2, 3-5/8, 4, 6 2-1/2, 3-5/8, 4, 6 2-1/2, 3-5/8, 4, 6 1-5/8, 2-1/2, 3-5/8, 4, 6 2-1/2, 3-5/8, 4, 6 2-1/2, 3-5/8, 4, 6

LEG GAP LOAD MAX 1 SIZE (in) (in) (lb.) 5 HEIGHT psf, 16”o.c. 2” 2” 2” 2-1/2” 3” 2” 2-1/2” 3” 2” 2-1/2” 3” 2” 2-1/2” 3”

1/2” 1/2” 1/2” 3/4” 1” 1/2” 3/4” 1” 1/2” 3/4” 1” 1/2” 3/4” 1”

34 33 68 45 34 78 52 39 91 61 45 112 75 56

10’-3” 9’ 11” 20’-6” 13’-8” 10’-3” 23’-8” 15”-9” 11’-10” 27’-6” 18’-4” 13’-9” 33’-10” 22’-7” 16’-11”

C. Attaching 2 screws at each leg of the deep leg track, near the stud ﬂanges. (Total 4 screws)

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ViperStud® Drywall Framing System

SECTION PROPERTIES VIPERSTUD® EFFECTIVE PROPERTIES

GROSS PROPERTIES

MOMENTS Allowable Moment

MODEL GAUGE NO. (mils)

MEMBER

DESIGN (in)

MIN. (in)

YIELD WEIGHT AREA (ksi) (lb/ft) (in2)

250VS125-15 0.0155 0.0147 50 250VS125-15 0.0155 0.0147 50 362VS125-154 0.0155 0.0147 50 400VS125-155 0.0155 0.0147 50 600VS125-156 0.0155 0.0147 50 162VS125-18 0.0188 0.0179 33 VIPER 25 250VS125-18 0.0188 0.0179 33 18mil (18) 362VS125-18 0.0188 0.0179 33 400VS125-18 0.0188 0.0179 33 162VS125-20 0.0205 0.0195 57 250VS125-20 0.0205 0.0195 57 20EQ VIPER20 362VS125-20 0.0205 0.0195 57 (20/21) 400VS125-21 0.0220 0.0209 57 600VS125-215 0.0220 0.0209 57 162VS125-30 0.0312 0.0296 33 250VS125-30 0.0312 0.0296 33 VIPER 20 362VS125-30 0.0312 0.0296 33 30mil (30) 400VS125-30 0.0312 0.0296 33 600VS125-30 0.0312 0.0296 33 162VS125-33 0.0346 0.0329 33 250VS125-33 0.0346 0.0329 33 VIPER 20 362VS125-33 0.0346 0.0329 33 33mil (33) 400VS125-33 0.0346 0.0329 33 600VS125-33 0.0346 0.0329 33 Notes: 1. Section properties are in accordance with AISI S100-07 25EQ VIPER25 (15)

with S2 Supplement. Viper 25 and Viper20 section properties are based on testing. Allowable moment (Ma) is calculated in accordance with Chapter F of AISI S100-07 speciﬁcation.

VIPERTRACK®

0.24 0.29 0.35 0.37 0.47 0.28 0.34 0.41 0.43 0.32 0.38 0.45 0.52 0.67 0.46 0.55 0.67 0.71 0.92 0.50 0.61 0.75 0.78 1.02

0.071 0.085 0.102 0.108 0.139 0.069 0.099 0.120 0.127 0.093 0.111 0.134 0.152 0.196 0.135 0.161 0.197 0.209 0.271 0.147 0.178 0.220 0.230 0.301

Lx (in4)

Rx (in)

Ly (in4)

Ry (in)

lxd (in4)

Sx (in3)

Ma (in-k)

0.032 0.084 0.199 0.250 0.659 0.039 0.102 0.241 0.303 0.042 0.111 0.261 0.352 0.929 0.062 0.166 0.391 0.493 1.310 0.069 0.183 0.432 0.544 1.440

0.671 .0998 1.390 1.520 2.180 0.684 1.015 1.414 1.542 0.673 1.000 1.400 1.520 2.180 0.688 1.020 1.410 1.540 2.190 0.683 1.010 1.400 1.540 2.190

0.015 0.017 0.019 0.020 0.022 0.018 0.020 0.023 0.024 0.020 0.023 0.025 0.028 0.030 0.028 0.032 0.037 0.038 0.042 0.030 0.036 0.040 0.041 0.046

0.461 0.452 0.435 0.429 0.397 0.461 0.454 0.437 0.431 0.459 0.451 0.433 0.426 0.394 0.455 .0448 0.431 0.425 0.392 0.453 0.447 0.429 0.424 0.391

0.032 0.090 0.205 0.255 0.628 0.037 0.098 0.237 0.299 0.050 0.129 0.298 0.377 0.869 0.062 0.163 0.385 0.486 1.230 0.068 0.181 0.428 0.539 1.390

0.024 0.042 0.058 0.061 0.085 0.035 0.065 0.084 0.093 0.038 0.065 0.090 0.117 0.161 0.067 .0120 0.172 0.191 0.341 0.077 0.137 0.201 0.224 0.400

0.66 1.17 1.60 1.69 2.36 0.68 1.29 1.65 1.83 1.18 2.05 2.85 3.69 5.06 1.32 2.31 3.39 3.78 5.95 1.53 2.65 3.96 4.42 6.93

PRODUCT NAME

1.42 2.72 3.48 3.99 5.90 1.14 2.15 2.76 3.06 2.74 4.50 6.10 8.02 11.20 2.21 3.96 5.67 6.31 11.30 2.55 4.53 6.62 7.38 13.20

1.20 2.12 2.90 3.06 4.27 1.23 1.95 2.89 3.20 2.14 3.71 5.15 6.67 9.16 2.38 3.86 5.85 6.52 9.93 2.71 4.42 6.75 7.53 11.60

1.02 (18MIL) 1.72 (18MIL) 2.47 (18MIL) 2.74 (18MIL) 4.13 (18MIL) 1.02 (18MIL) 1.72 (18MIL) 2.47 (18MIL) 2.74 (18MIL) 1.99 (30MIL) 3.49 (30MIL) 5.14 (30MIL) 5.74 (30MIL) 9.00 (30MIL) 1.99 (30MIL) 3.49 (30MIL) 5.14 (30MIL) 5.74 (30MIL) 9.00 (30MIL) 2.29 (33MIL) 4.02 (33MIL) 6.00 (33MIL) 6.70 (33MIL) 10.55 (33MIL)

25.1 24.8 24.5 24.4 23.7 30.70 29.70 29.90 29.80 23.4 23.1 22.8 22.7 22.0 30.8 30.1 29.7 29.6 28.7 30.8 30.1 29.7 29.5 28.6

4. Web depth-to-thickness ratio exceeds 200. 5. Web depth-tothickness ration exceeds 260. 6. Viperstud is considered fully braced when unbraced length is less than listed Lu. 7. KΦ assumed to be zero for distortional buckling moments.

2. Nominal moment for Viper 18 mi, Viper 30 mil, and Viper 33 mil conventional studs are based on calculations in accordance with AISI S100-07 with S2 Supplement. Allowable moments (Ma) can be calculated with a 1.67 safety factor. 3. Section properties are in accordance with AISI S100-07 with S2-09 and AISI S220-11.

GROSS PROPERTIES LEG SIZE WEIGHT DESIGN MIN. YIELD AREA (in) (lb/ft) (in) (in) (ksi) (in2)

Local Distortional Nominal Buckling Buckling Moment Nominal Nominal for 2 2 Moment Moment Conventional CRITICAL Viper Viper Studs 3 UNBRACED LENGTH Mnl (in-k) Mnd (in-k) Mn (in-k)

EFFECTIVE PROPERTIES

TORSIONAL PROPERTIES

Lx (in4)

Sx (in)

Rx (in4)

Ly (in)

Sy (in4)

Ry (in3)

Lxd (in4)

Sxe (in3)

Ma (in-k)

Xo (in)

Jx103 (in4)

Cw (in6)

Ro (in)

0.035 0.086 0.197 0.247 0.642 0.042 0.105 0.240 0.300 0.779 0.046 0.114 0.261 0.351 0.910 0.071 0.175 0.399 0.499 1.300 0.079 0.195 0.443 0.554 1.440

0.040 0.066 0.105 0.120 0.210 0.048 0.080 0.127 0.145 0.254 0.052 0.087 0.139 0.170 0.297 0.080 0.132 0.211 0.240 0.421 0.088 0.146 0.234 0.266 0.467

0.736 1.050 1.440 1.560 2.210 0.733 1.057 1.442 1.566 2.208 0.737 1.060 1.440 1.570 2.210 0.741 1.060 1.440 1.570 2.210 0.742 1.060 1.440 1.570 2.210

0.011 0.012 0.014 0.014 0.015 0.013 0.015 0.017 0.017 0.019 0.014 0.016 0.018 0.02 0.022 0.022 0.025 0.027 0.028 0.031 0.024 0.027 0.03 0.031 0.034

0.013 0.013 0.014 0.014 0.015 0.017 0.018 0.018 0.020 0.021 0.025 0.027 0.028 0.028 0.029 0.028 0.029 0.031 0.031 0.032

0.412 0.400 0.381 0.374 0.342 0.411 0.399 0.380 0.374 0.342 0.411 0.399 0.380 0.373 0.341 0.409 0.397 0.378 0.371 0.339 0.408 0.396 0.377 0.370 0.339

0.022 0.054 0.155 0.141 0.325 0.030 0.079 0.192 0.244 0.031 0.081 0.179 0.246 0.557 0.056 0.142 0.331 0.417 1.030 0.064 0.162 0.375 0.473 1.190

0.018 0.027 0.039 0.043 0.063 0.025 0.046 0.066 0.072 0.027 0.045 0.064 0.081 0.117 0.051 0.090 0.152 0.176 0.250 0.059 0.103 0.173 0.200 0.298

0.53 0.80 1.15 1.27 1.90 0.50 0.90 1.30 1.43 0.79 1.33 1.92 2.41 3.49 1.00 1.77 3.00 3.47 4.94 1.16 2.04 3.43 3.95 5.89

-0.877 -0.768 -0.665 -0.638 -0.523 -0.878 -0.766 -0.664 -0.636 -0.521 -0.874 -0.766 -0.663 -0.635 -0.520 -0.868 -0.760 -0.658 -0.631 -0.517 -0.866 -0.758 -0.657 -0.629 -0.516

0.005 0.006 0.008 0.008 0.011 0.009 0.011 0.014 0.014 0.019 0.012 0.014 0.018 0.023 0.030 0.042 0.051 0.062 0.066 0.086 0.057 0.069 0.085 0.090 0.118

0.006 0.015 0.035 0.043 0.109 0.007 0.018 0.042 0.053 0.132 0.008 0.020 0.046 0.061 0.154 0.012 0.030 0.069 0.086 0.216 0.013 0.033 0.077 0.096 0.239

1.22 1.36 1.63 1.73 2.29 1.215 1.366 1.632 1.731 2.294 1.22 1.36 1.63 1.73 2.29 1.21 1.36 1.63 1.73 2.29 1.21 1.36 1.63 1.73 2.29

0.480 0.683 0.833 0.864 0.948 0.478 0.685 0.835 0.865 0.948 0.483 0.685 0.835 0.865 0.949 0.488 0.689 0.837 0.867 0.949 0.489 0.690 0.838 0.868 0.949

VIPERTRACK 1.25" LEG 162VT125-15 250VT125-15 362VT125-155 400VT125-155 600VT125-156 162VT125-18 250VT125-18 362VT125-18 400VT125-18 600VT125-185 162VT125-20 250VT125-20 362VT125-20 400VT125-21 600VT125-216 162VT125-30 250VT125-30 362VT125-30 400VT125-30 600VT125-30 162VT125-33 250VT125-33 362VT125-33 400VT125-33 600VT125-33

1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25

0.22 0.26 0.32 0.34 0.45 0.26 0.32 0.39 0.42 0.54 0.29 0.35 0.43 0.49 0.64 0.44 0.53 0.65 0.69 0.90 0.49 0.59 0.72 0.77 1.00

0.016 0.016 0.016 0.016 0.016 0.019 0.019 0.019 0.019 0.019 0.021 0.021 0.021 0.022 0.022 0.031 0.031 0.031 0.031 0.031 0.035 0.035 0.035 0.035 0.035

0.015 0.015 0.015 0.015 0.015 0.018 0.018 0.018 0.018 0.018 0.020 0.020 0.020 0.021 0.021 0.030 0.030 0.030 0.030 0.030 0.033 0.033 0.033 0.033 0.033

50 50 50 50 50 33 33 33 33 33 50 50 50 50 50 33 33 33 33 33 33 33 33 33 33

0.064 0.078 0.095 0.101 0.132 0.077 0.094 0.115 0.122 0.160 0.085 0.103 0.123 0.143 0.187 0.129 0.156 0.192 0.203 0.266 0.143 0.174 0.212 0.225 0.295

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ViperStud® Drywall Framing System

DEEP LEG VIPERTRACK SECTION PROPERTIES VIPERTRACK® PRODUCT NAME

LEG SIZE WEIGHT DESIGN MIN. YIELD AREA (in) (lb/ft) (in) (in) (ksi) (in2)

Lx (in4)

GROSS PROPERTIES Sx Rx Ly Sy (in) (in4) (in) (in4)

Ry (in3)

EFFECTIVE PROPERTIES Lxd Sxe Ma (in4) (in3) (in-k)

Xo (in)

TORSIONAL PROPERTIES Jx103 Cw Ro (in4) (in6) (in) ß

VIPERTRACK 2.00" LEG 162VT200-15 250VT200-15 362VT200-155 400VT200-155 600VT200-156 250VT200-18 362VT200-18 400VT200-18 600VT200-186 162VT200-20 250VT200-20 362VT200-20 400VT200-21 600VT200-216 162VT200-30 250VT200-30 362VT200-30 400VT200-30 600VT200-30 162VT200-33 250VT200-33 362VT200-33 400VT200-33 600VT200-33

2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00

0.30 0.34 0.40 0.42 0.53 0.42 0.49 0.51 0.64 0.39 0.45 0.53 0.60 0.75 0.60 0.69 0.81 0.85 1.06 0.66 0.77 0.90 0.94 1.18

0.016 0.016 0.016 0.016 0.016 0.019 0.019 0.019 0.019 0.021 0.021 0.021 0.022 0.022 0.031 0.031 0.031 0.031 0.031 0.035 0.035 0.035 0.035 0.035

0.015 0.015 0.015 0.015 0.015 0.018 0.018 0.018 0.018 0.020 0.020 0.020 0.021 0.021 0.030 0.030 0.030 0.030 0.030 0.033 0.033 0.033 0.033 0.033

50 50 50 50 50 33 33 33 33 50 50 50 50 50 33 33 33 33 33 33 33 33 33 33

0.087 0.101 0.118 0.124 0.155 0.122 0.144 0.151 0.188 0.116 0.134 0.157 0.176 0.220 0.176 0.203 0.238 0.250 0.312 0.195 0.225 0.264 0.277 0.347

0.052 0.126 0.278 0.345 0.859 0.154 0.339 0.420 1.039 0.069 0.167 0.369 0.491 1.221 0.107 0.256 0.563 0.698 1.735 0.119 0.284 0.626 0.775 1.930

0.060 0.096 0.148 0.167 0.281 0.116 0.180 0.203 0.339 0.079 0.127 0.196 0.237 0.398 0.120 0.193 0.298 0.336 0.564 0.133 0.214 0.330 0.373 0.625

0.773 1.117 1.533 1.667 2.353 1.121 1.537 1.670 2.350 0.775 1.118 1.534 1.670 2.350 0.779 1.120 1.540 1.670 2.360 0.780 1.120 1.540 1.670 2.360

0.038 0.044 0.050 0.051 0.057 0.053 0.060 0.062 0.069 0.051 0.058 0.066 0.072 0.081 0.077 0.088 0.099 0.102 0.114 0.085 0.098 0.110 0.113 0.126

0.030 0.032 0.034 0.034 0.036 0.039 0.042 0.045 0.048 0.051 0.060 0.064 0.068 0.068 0.072 0.066 0.071 0.075 0.076 0.080

0.663 0.662 0.648 0.642 0.608 0.661 0.647 0.642 0.607 0.662 0.661 0.647 0.641 0.606 0.660 0.659 0.645 0.639 0.605 0.660 0.658 0.644 0.638 0.604

0.025 0.060 0.127 0.155 0.357 0.036 0.091 0.190 0.261 0.602 0.069 0.174 0.400 0.502 1.270 0.080 0.199 0.455 0.570 1.480

0.017 0.026 0.039 0.043 0.065 0.027 0.041 0.060 0.076 0.115 0.055 0.098 0.167 0.188 0.276 0.064 0.113 0.191 0.220 0.338

0.50 0.79 1.16 1.28 1.93 0.91 1.41 2.06 2.59 3.91 1.09 1.94 3.29 3.71 5.45 1.27 2.23 3.76 4.34 6.69

-1.57 -1.43 -1.28 -1.24 -1.06 -1.43 -1.28 -1.24 -1.06 -1.57 -1.42 -1.28 -1.23 -1.05 -1.56 -1.42 -1.27 -1.23 -1.05 -1.56 -1.42 -1.27 -1.23 -1.05

0.007 0.008 0.009 0.010 0.012 0.014 0.017 0.018 0.022 0.016 0.019 0.022 0.028 0.036 0.057 0.066 0.077 0.081 0.101 0.078 0.090 0.105 0.111 0.138

0.021 0.054 0.122 0.152 0.384 0.066 0.149 0.186 0.464 0.028 0.071 0.161 0.216 0.544 0.043 0.108 0.246 0.306 0.769 0.048 0.120 0.272 0.340 0.852

1.87 1.93 2.10 2.17 2.65 1.93 2.10 2.17 2.65 1.87 1.93 2.10 2.17 2.65 1.87 1.92 2.10 2.17 2.65 1.87 1.92 2.10 2.17 2.65

0.295 0.453 0.629 0.676 0.841 0.455 0.630 0.677 0.841 0.296 0.454 0.630 0.677 0.842 0.299 0.457 0.633 0.680 0.843 0.300 0.458 0.634 0.680 0.844

0.021 0.021 0.021 0.022 0.022 0.031 0.031 0.031 0.031 0.031 0.035 0.035 0.035 0.035 0.035

0.020 0.020 0.020 0.021 0.021 0.030 0.030 0.030 0.030 0.030 0.033 0.033 0.033 0.033 0.033

50 50 50 50 50 33 33 33 33 33 33 33 33 33 33

0.136 0.154 0.177 0.198 0.242 0.207 0.234 0.270 0.281 0.344 0.230 0.260 0.299 0.312 0.381

0.085 0.202 0.440 0.584 1.430 0.131 0.310 0.673 0.831 2.030 0.145 0.344 0.748 0.923 2.250

0.097 0.153 0.234 0.282 0.465 0.147 0.233 0.356 0.400 0.659 0.163 0.258 0.395 0.443 0.730

0.790 1.150 0.158 1.720 2.430 0.794 1.150 1.580 1.720 2.430 0.796 1.150 1.580 1.720 2.430

0.092 0.106 0.120 0.132 0.145 0.140 0.161 0.181 0.187 0.211 0.155 0.178 0.201 0.207 0.234

0.059 0.064 0.068 0.074 0.078 0.090 0.097 0.102 0.104 0.110 0.100 0.107 0.114 0.115 0.122

0.823 0.830 0.822 0.817 0.785 0.822 0.828 0.820 0.816 0.784 0.821 0.827 0.820 0.815 0.783

0.039 0.094 0.200 0.274 0.630 0.076 0.190 0.437 0.548 1.330 0.088 0.218 0.498 0.623 1.580

0.026 0.041 0.060 0.076 0.115 0.057 0.102 0.167 0.185 0.275 0.066 0.117 0.198 0.226 0.336

0.88 1.40 2.06 2.58 3.92 1.13 2.01 3.30 3.66 5.43 1.31 2.32 3.92 4.46 6.64

-2.05 -1.89 -1.71 -1.66 -1.45 -2.04 -1.88 -1.71 -1.66 -1.44 -2.04 -1.88 -1.71 -1.66 -1.44

0.019 0.022 0.025 0.032 0.039 0.067 0.076 0.088 0.091 0.112 0.092 0.104 0.119 0.124 0.152

0.052 0.130 0.295 0.395 0.989 0.080 0.199 0.449 0.560 1.400 0.089 0.221 0.498 0.621 1.550

2.35 2.36 2.47 2.53 2.93 2.34 2.35 2.47 2.52 2.93 2.34 2.35 2.47 2.52 2.93

0.237 0.360 0.519 0.566 0.757 0.239 0.363 0.521 0.568 0.758 0.239 0.363 0.522 0.569 0.759

0.021 0.021 0.021 0.022 0.022 0.031 0.031 0.031 0.031 0.031 0.035 0.035 0.035 0.035 0.035

0.020 0.020 0.020 0.021 0.021 0.030 0.030 0.030 0.030 0.030 0.033 0.033 0.033 0.033 0.033

50 50 50 50 50 33 33 33 33 33 33 33 33 33 33

0.157 0.175 0.198 0.220 0.264 0.238 0.266 0.301 0.312 0.375 0.264 0.295 0.334 0.347 0.416

0.100 0.237 0.512 0.677 1.630 0.155 0.363 0.783 0.964 2.320 0.172 0.404 0.869 1.070 2.580

0.114 0.180 0.272 0.327 0.532 0.174 0.274 0.414 0.464 0.754 0.192 0.303 0.459 0.514 0.836

0.801 1.170 1.610 1.750 2.490 0.805 1.170 1.610 1.760 2.490 0.807 1.170 1.620 1.760 2.490

0.151 0.173 0.195 0.216 0.245 0.229 0.262 0.296 0.306 0.347 0.254 0.290 0.328 0.339 0.384

0.083 0.089 0.095 0.103 0.109 0.126 0.135 0.144 0.146 0.155 0.139 0.150 0.159 0.162 0.171

0.981 0.995 0.994 0.991 0.964 0.980 0.993 0.992 0.989 0.962 0.979 0.993 0.992 0.988 0.961

0.041 0.098 0.207 0.284 0.653 0.081 0.204 0.469 0.587 1.380 0.094 0.234 0.535 0.669 1.640

0.028 0.041 0.060 0.076 0.115 0.058 0.104 0.165 0.183 0.274 0.068 0.120 0.200 0.223 0.334

0.95 1.39 2.05 2.58 3.92 1.15 2.06 3.25 3.61 5.41 1.34 2.38 3.96 4.40 6.60

-2.53 -2.36 -2.17 -2.11 -1.86 -2.53 -2.35 -2.16 -2.10 -1.85 -2.52 -2.35 -2.16 -2.10 -1.85

0.022 0.025 0.028 0.036 0.043 0.077 0.086 0.098 0.101 0.122 0.105 0.118 0.133 0.138 0.166

0.087 0.216 0.484 0.647 1.610 0.134 0.329 0.738 0.918 2.290 0.149 0.366 0.819 1.020 2.540

2.83 2.81 2.87 2.92 3.25 2.83 2.80 2.87 2.91 3.25 2.82 2.80 2.87 2.91 3.25

0.200 0.298 0.433 0.477 0.673 0.201 0.299 0.435 0.479 0.674 0.202 0.300 0.436 0.480 0.675

VIPERTRACK 2.50" LEG 162VT250-20 250VT250-20 362VT250-20 400VT250-21 600VT250-216 162VT250-30 250VT250-30 362VT250-30 400VT250-30 600VT250-30 162VT250-33 250VT250-33 362VT250-33 400VT250-33 600VT250-33

2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50

0.46 0.52 0.60 0.68 0.82 0.71 0.80 0.92 0.96 1.17 0.78 0.89 1.02 1.06 1.30

VIPERTRACK 3.00" LEG 162VT300-20 250VT300-20 362VT300-20 400VT300-21 600VT300-216 162VT300-30 250VT300-30 362VT300-30 400VT300-30 600VT300-30 162VT300-33 250VT300-33 362VT300-33 400VT300-33 600VT300-33

3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00

0.53 0.59 0.67 0.75 0.90 0.81 0.90 1.02 1.06 1.28 0.90 1.00 1.14 1.18 1.41

Notes: 1. Section properties are in accordance with AISI S100-07. 2. Cold-work of forming is not included. 3. The effective moment of inertia fpr deﬂection is calculated based on ASIS S100-07 procedure 1 for serviceability determination.

4. The center line bend radius is greater than 2 times the design thickness or 3/32. 5. Web-to-thickness ration exceeds 200. 6. Web-to-thickness ratio exceeds 260.

ViperStud® Drywall Framing System

COMPOSITE LIMITING HEIGHTS - 5/8” TYPE X3

MODEL NO.

GAUGE DEPTH (mil.) 1-5/8”

25 EQ (15)

2-1/2”

25 EQ (15)

VIPER25 3-5/8”

25 EQ (15)

4”

25 EQ (15)

6”

25 EQ (15)

1-5/8”

25 (18)

2-1/2”

25 (18)

3-5/8”

25 (18)

4”

25 (18)

6”

25 (18)

1-5/8”

20EQ (20)

2-1/2”

20EQ (20)

VIPER20 3-5/8”

20EQ (20)

VIPER 18MIL

VIPER 30MIL

VIPER 33 MIL

4”

20EQ (21)

6”

20EQ (21)

1-5/8”

20 (30)

2-1/2”

20 (30)

3-5/8”

20 (30)

4”

20 (30)

6”

20 (30)

1-5/8”

20 (33)

2-1/2”

20 (33)

3-5/8”

20 (33)

4”

20 (33)

6”

20 (33)

MEMBER

DESIGN (in)

MIN. (in)

YIELD (ksi)

SPACING O.C. (in)

L/120

L/240

L/360

162VS125-15 162VS125-15 162VS125-15 250VS125-15 250VS125-15 250VS125-15 362VS125-15 362VS125-15 362VS125-15 400VS125-15 400VS125-15 400VS125-15 600VS125-15 600VS125-15 600VS125-15 162VS125-18 162VS125-18 162VS125-18 250VS125-18 250VS125-18 250VS125-18 362VS125-18 362VS125-18 362VS125-18 400VS125-18 400VS125-18 400VS125-18 600VS125-18 600VS125-18 600VS125-18 162VS125-20 162VS125-20 162VS125-20 250VS125-20 250VS125-20 250VS125-20 362VS125-20 362VS125-20 362VS125-20 400VS125-21 400VS125-21 400VS125-21 600VS125-21 600VS125-21 600VS125-21 162VS125-30 162VS125-30 162VS125-30 250VS125-30 250VS125-30 250VS125-30 362VS125-30 362VS125-30 362VS125-30 400VS125-30 400VS125-30 400VS125-30 600VS125-30 600VS125-30 600VS125-30 162VS125-33 162VS125-33 162VS125-33 250VS125-33 250VS125-33 250VS125-33 362VS125-33 362VS125-33 362VS125-33 400VS125-33 400VS125-33 400VS125-33 600VS125-33 600VS125-33 600VS125-33

0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.022 0.022 0.022 0.022 0.022 0.022 0.031 0.031 0.031 0.031 0.031 0.031 0.031 0.031 0.031 0.031 0.031 0.031 0.031 0.031 0.031 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035

0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.018 0.018 0.018 0.018 0.018 0.018 0.018 0.018 0.018 0.018 0.018 0.018 0.018 0.018 0.018 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.021 0.021 0.021 0.021 0.021 0.021 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033

50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33

12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24

13’-9” 12’-6” 10’-11” 17’-3” 15’-8” 13’-8” 20’-10” 18’-11” 15’-10” 22’-1” 20’-1” 16’-8” 24’-8” 22’-11” 20’-1” 12’-10” 11’-9” 10’-3” 17’-5” 15’-6” F 12’-8” F 21’-7” F 18’-9” F 15’-3” F 20’-6” F 17’-9” F 14’-6” F 25’-5” F 22’-0” F 18’-0” F 14’-3” 12’-11” 11’-3” 17’-11” 16’-4” 14’-3” 21’-10” 19’-10” 17’-4” 24’-0” 21’-10” 19’-1” 29’-1” 26’-9” 23’-8” 14’-7” 13’-3” 11’-7” 18’-9” 17’-0” 14’-10” 23’-3” 21’-2” 18’-6” 25’-2” 22’-11” 19’-5” 31’-10” 27’-7” 22’-6” 14’-11” 13’-6” 11’-10” 19’-4” 17’-7” 15’-4” 23’-10” 21’-8” 18’-11” 25’-8” 23’-4” 20’-4” 34’-5” 29’-10” 24’-4”

11’-4” 10’-4” 8’-10” 14’-5” 13’-1” 11’-6” 17’-3” 15’-9” 13’-9” 18’-3” 16’-7” 14’-6” 23’-9” 21’-7” 18’-10” 10’-7” 9’-8” 8’-5” 14’-5” 13’-1” 11’-5” 17’-7” 15’-11” 13’-11” 18’-5” 16’-9” 14’-6” F 24’-9” 22’-0” F 18’-0” F 11’-3” 10’-3” 8’-10” 14’-10” 13’-6” 11’-10” 17’-11” 16’-4” 14’-3” 19’-1” 17’-4” 15’-2” 25’-7” 23’-3” 20’-4” 11’-6” 10’-5” 8’-11” 14’-10” 13’-6” 11’-10” 18’-6” 16’-9” 14’-8” 20’-0” 18’-2” 15’-11” 26’-9” 24’-3” 21’-3” 11’-10” 10’-9” 9’-4” 15’-4” 13’-11” 12’-2” 18’-11” 17’-2” 15’-0” 20’-4” 18’-6” 16’-2” 27’-7” 25’-1” 21’-11”

9’-10” 8’-8” -12’-9” 11’-7” 10’-1” 15’-2” 13’-9” 12’-0” 16’-3” 14’-9” 12’-11” 21’-1” 19’-2” 16’-9” 9’-4” 8’-6” -12’-7” 11’-6” 9’-8” 15’-4” 13’-11” 12’-2” 16’-3” 14’-9” 12’-11” 21’-8” 19’-8” 17’-2” 9’-10” 8’-10” -13’-2” 12’-0” 10’-5” 15’-9” 14’-4” 12’-6” 16’-8” 15’-2” 13’-3” 22’-6” 20’-6” 17’-11” 10’-0” 8’-11” -13’-0” 11’-10” 10’-4” 16’-2” 14’-8” 12’-10” 17’-6” 15’-11” 13’-10” 23’-4” 21’-3” 18’-6” 10’-4” 9’-4” -13’-5” 12’-2” 10’-8” 16’-6” 15’-0” 13’-1” 17’-10” 16’-2” 14’-1” 24’-1” 21’-11” 19’-2”

5 PSF

Notes: 1. Viper composite limiting heights are based on testing in accordance with ICC-ES acceptance criteria AC86-2012. 2. No screws are required between stud and track, except as required by ASTM C754. Composite heights are based on using standard top track. Screw fastening of stud to track is not required. Mechanically fastening of gypsum panel to the stud and track is required.

7.5 PSF L/120

L/240

12’-0” 9’-11” 10’-11” 8’-10” 9’-5” -15’-0” 12’-7” 13’-8” 11’-6” 11’-6” 10’-0” 18’-2” 15’-1” 15’-10” 13’-9” 12’-11” 12’-0” 19’-3” 15’-11” 16’-8” 14’-6” 13’-7” 12’-8” 22’-3” 20’-9” 20’-0” 18’-10” 16’-5” 16’-5” 11’-3” 9’-3” 10’-3” 8’-5” 8’-11” -14’-7” F 12’-7” 12’-8” F 11’-5” 10’-4” F 9’-8” 17’-8” F 15’-4” 15’-3” F 13’-11” 12’-6” F 12’-2” 16’-9” F 16’-1” 14’-6” F 14’-6” F 11’-10” F 11”-10” F 20’-9” F 20’-9” F 18’-0” F 18’-0” F 14’-8” F 14’-8” F 12’-5” 9’-10” 11’-3” 8’-10” 9’-10” -15’-8” 13’-0” 12’-3” 11’-10” 12’-5” 10’-4” 19’-1” 15’-8” 17’-4” 14’-3” 14’-6” 12’-5” 21’-0”` 16’-8” 19’-1” 15’-2” 16’-8” 13’-3” 25’-10” 22’-4” 23’-8” 20’-4” 20’-11” 17’-9” 12’-9” 10’-0” 11’-7” 8’-11” 10’-1” -16’-4” 13’-0” 14’-10” 11’-10” 12’-9” 10’-4” 20’-4” 16’-2” 18’-6” 14’-8” 15’-4” 12’-10” 22’-0” 17’-6” 19’-5” 15’-11” 15’-10” 13’-10” 26’-0” 23’-4” 22’-6” 21’-3” 18’-5” 18’-5” 13’-0” 10’-4” 11’-10” 9’-4” 10’-4” -16’-10” 13’-5” 15’-4” 12’-2” 13’-5” 10’-8” 20’-10” 16’-6” 18’-11” 15’-0” 16’-6” 13’-1” 22’-5” 17’-10” 20’-4” 16’-2” 17’-3” 14’-2” 28’-1” 24’-1” 24’-4” 21’-11” 19’-11” 19’-2”

10 PSF L/360

L/120

L/240

L/360

8’-3” --11’-1” 10’-1” 8’-2” 13’-3” 12’-0” 10’-6” 14’-2” 12’-11” 11’-3” 18’-5” 16’-9” 14’-8” 8’-2” --11’-0” 9’-8” 8’-1” 13’-5” 12’-2” 10’-6” 14’-2” 12’-11” 11’-2” 18’-11” 17’-2” 14’-8” F 8’-5” --11’-6” 10’-5” 8’-9” 13’-9” 12’-6” 10’-11” 14’-7” 13’-3” 11’-7” 19’-8” 17’-11” 15’-7” 8’-6” --11’-4” 10’-4” 8’-10” 14’-1” 12’-10” 11’-0” 15’-3” 13’-10” 12’-1” 20’-5” 18’-6” 16’-2” 8’-10” --11’-8” 10’-8” 9’-2” 14’-5” 13’-1” 11’-4” 15’-7” 14’-2” 12’-4” 21’-1” 19’-2” 16’-9”

10’-11” 9’-11” 8’-2” 13’-8” 12’-3” 10’-0” 15’-10” 13’-9” 11’-3” 16’-8” 14’-5” 11’-0” 20’-0” 17’-5” 14’-2” 10’-3” 9’-4” 8’-2” 12’-8” F 11’-0” F 8’-11” F 15’-3” F 13’-3” F 10’-10” F 14’-6” F 12’-7” F 10’-3” F 18’-0” F 15’-7” F 12’-9” F 11’-3” 10’-3” 8’-10” 14’-3” 12’-11” 11’-3” 17’-4” 15’-4” 12’-7” 19’-1” 17’-4” 14’-11” 23’-8” 21’-9” 18’-2” 11’-7” 10’-6” 8’-10” 14’-10” 13’-6” 11’-0” 18’-6” 16’-4” 13’-4” 19’-5” 16’-10” 13’-9” 22’-6” 19’-6” 15’-11” 11’-10” 10’-9” 9’-4” 15’-4” 13’-11” 12’-0” 18’-11” 17’-2” 14’-4” 20’-4” 18’-4” 15’-0” 24’-4” 21’-1” 17’-2”

8’-10” 7’-11” -11’-6” 10’-5” 8’-8” 13’-9” 12’-6” 10’-11” 14’-6” 13’-2” 11’-6” 18’-10” 17’-2” 14’-2” 8’-5” --11’-5” 10’-3” 8’-6” 13’-11” 12’-8” 10’-10” F 14’-6” F 12’-7” F 10’-3” F 18’-0” F 15’-7” F 12’-9” F 8’-10” 7’-11” -11’-10” 10’-9” 9’-2” 14’-3” 12’-11” 11’-4” 15’-2” 13’-9” 12’-0” 20’-4” 18’-6” 16’-2” 8’-11” 7’-10” -11’-10” 10’-9” 9’-3” 14’-8” 13’-4” 11’-6” 15’-11” 14’-5” 12’-7” 21’-3” 19’-3” 15’-11” 9’-4” 8’-4” -12’-2” 11’-0” 9’-8” 15’-0” 13’-8” 11’-10” 16’-2” 14’-8” 12’-10” 21’-11” 19’-11” 17’-2”

---10’-1” 8’-9” -12’-0” 10’-11” 9’-6” 12’-11” 11’-9” 10’-1” 16’-9” 15’-3” 13’-0” ---9’-8” 8’-6” -12’-2” 11’-0” 9’-5” 12’-11” 11’-9” 9’-11” 17’-2” 15’-7” F 12’-9” F ---10’-5” 9’-4” -12’-6” 11’-4” 9’-11” 13’-3” 12’-0” 10’-5” 17’-11” 16’-3” 14’-2” ---10’-4” 9’-3” -12’-10” 11’-6” 9’-11” 13’-10” 12’-7” 10’-11” 18’-6” 16’-10” 14’-8” ---10’-8” 9’-8” -13’-1” 11’-0” 10’-3” 14’-1” 12’-10” 11’-2” 19’-2” 17’-5” 15’-2”

3. Viper composite limiting heights based on a single layer of 5/8” type X gypsum board applied vertically to both sides of the wall over full height. 5/8” Type X wallboard from the following manufacturers are acceptable: USG, National, Georgia-Paciﬁc, Temple Inland, CertainTeed, American, & LaFarge.

ViperStud® Drywall Framing System

NON-COMPOSITE LIMITING HEIGHTS - FULLY BRACED

MODEL NO.

VIPER25

VIPER 18MIL

VIPER20

VIPER 30MIL

VIPER 33 MIL

GAUGE DEPTH (mil.) 1-5/8”

25 EQ (15)

2-1/2”

25 EQ (15)

3-5/8”

25 EQ (15)

4”

25 EQ (15)

6”

25 EQ (15)

1-5/8”

25 (18)

2-1/2”

25 (18)

3-5/8”

25 (18)

4”

25 (18)

6”

25 (18)

1-5/8”

20EQ (20)

2-1/2”

20EQ (20)

3-5/8”

20EQ (20)

4”

20EQ (21)

6”

20EQ (21)

1-5/8”

20 (30)

2-1/2”

20 (30)

3-5/8”

20 (30)

4”

20 (30)

6”

20 (30)

1-5/8”

20 (33)

2-1/2”

20 (33)

3-5/8”

20 (33)

4”

20 (33)

6”

20 (33)

“f”-ﬂexure controls; “s”-shear controls; “w”-web crippling controls. No letter next to the number means deﬂection controls.

MEMBER

YIELD (ksi)

SPACING O.C. (in)

L/120

L/240

L/360

L/120

L/240

L/360

L/120

L/240

L/360

9’-5” F 8’-1” F 6’-7” F 12’-6” F 10’-10”F 8’-10” F 14’-7” F 12’-8” F 10’-4” F 15-0” F 13’-0” F 10’-7” F 17’-8” F 15’-5” F 10’-7” W 9’ 6” 8’ 3” 6’ 8” 12’ 5” 10’ 9” 8’ 9” 14’ 10” 12’ 10” 9’ 8” 15’ 7” 13’ 6” 11’ 0” 10’-11” 9’-11” 8’-8” 15’-0” 13’-7” 11’-8” F 19’-6” F 16’-11” F 13’-10” F 21’-6” 19’-2” F 15’-8” F 26’-0” F 22’-6” F 18’-5” F 11’-8” 10’-8” 9’-4” 16’-2” 14’-8” 12’-5” F 21’-4” F 18’-5” F 15’-0” F 22’-6” F 19’-5” F 15’-11” F 28’-2” F 24’-5” F 19’-11” F 12’-1” 11’-0” 9’-7” 16’-10” 15’-4” 13’-4” F 22’-5” 19’-11” F 16’-4” F 24’-2” 21’-0” F 17’-2” F 30’-5” F 26’-4” F 21’-6” F

7’-6” 6’-10” 6’-0” 10’-7” 9’-7” 8’-5” 13’-11” 12’-7” 10’-4” F 15’-0” 13’-0” F 10’-7” F 17’-8” F 15’-5” F 10’-7” W 7’ 10” 7’ 1” 6’ 2” 10’ 10” 9’ 10” 8’ 7” 14’ 6” 12’ 10” 9’ 8” 15’ 7” 13’ 6” 11’ 0” 8’-8” 7’-11” 6’-11” 11’-11” 10’-10” 9’-6” 15’-10” 14’-4” 12’-6” 17’-0” 15’-6” 13’-6” 22’-6” 20’-5” 17’-11” 9’-4” 8’-6” 7’-5” 12’-11” 11’-8” 10’-2” 17’-2” 15’-7” 13’-7” 18’-6” 16’-10” 14’-8” 25’-4” 23’-0” 19’-11” F 9’-7” 8’-8” 7’-7” 13’-4” 12’-1” 10’-7” 17’-10” 16’-1” 14’-1” 19’-2” 17’-5” 15’-2” 26’-4” 23’-11” 20’-11”

6’-7” 6’-0” -9’-2” 8’-5” 7’-4” 12’-1” 11’-0” 9’-7” 13’-1” 11’-11” 10’-5” 17’-7” 15’-5” F 10’-7” W 6’ 10” 6’ 2” 5’ 5” 9’ 5” 8’ 7” 7’ 6” 12’ 8” 11’ 6” 9’ 8” 13’ 9” 12’ 5” 10’ 11” 7’-7” 6’-11” 6’-0” 10’-5” 9’-6” 8’-4” 13’-10” 12’-6” 10’-11” 14’-11” 13’-6” 11’-10” 19’-8” 17’-11” 15’-7” 8’-1” 7’-5” 6’-6” 11’-4” 10’-2” 8’-11” 15’-0” 13’-7” 11’-11” 16’-2” 14’-8” 12’-11” 22’-1” 20’-1” 17’-6” 8’-5” 7’-7” 6’-8” 11’-7” 10’-7” 9’-2” 15’-6” 14’-1” 12’-4” 16’-10” 15’-2” 13’-4” 23’-0” 20’-11” 18’-2”

7’-8” F 6’-7” F -10’-2” F 8’-10” F 7’-1” W 11’-11” F 10’-4” 8’-5” F 12’-4” F 10’-7” F 8’-6” W 14’-1” W 10’-7” W 7’-0” W 7’ 9” 6’ 8” 5’ 6” 10’ 1” 8’ 9” 6’ 11” 12’ 1” 9’ 8” 6’ 5” 12’ 9” 11’ 0” 9’ 0” 9’-6” 8’-8” 7’-2” F 13’-1” 11’-8” F 9’-6” F 15’-11” F 13’-10” F 11’-2” F 18’-1” F 15’-8” F 12’-10” F 21’-2” F 18’-5” F 15’-0” F 10’-2” 9’-4” 7’-8” F 14’-2” 12’-5” F 10’-1” F 17’-5” F 15’-0” F 12’-4” F 18’-4” F 15’-11” F 13’-0” F 23’-0” F 19’-11” F 16’-4” F 10’-7” 9’-7” 8’-2” F 14’-8” 13’-4” F 10’-10” F 18’-10” 16’-4” F 13’-4” F 19’-10” F 17’-2” F 14’-0” F 24’-10” F 21’-6” F 17’-6” F

6’-7” 6’-0” -9’-2” 8’-5” 7’-1” W 11’-11”F 10’-4” F 8’-5” F 12’-4” F 10’-7” F 8’-6” W 14’-1” W 10’-7” W 7’-0”W 6’ 10” 6’ 2” 5’ 5” 9’ 5” 8’ 7” 6’ 11” 12’ 1” 9’ 8” 6’ 5” 12’ 9” 11’ 0” 9’ 0” 7’-7” 6’-11” 6’-0” 10’-5” 9’-6” 8’-4” 13’-10” 12’-6” 10’-11” 14’-11” 13’-6” 11’-10” 19’-8” 17’-11” 15’-0” F 8’-1” 7’-5” 6’-6” 11’-4” 10’-2” 8’-11” 15’-0” 13’-7” 11’-11” 16’-2” 14’-8” 12’-11” 22’-1” 19’-11” F 16’-4” F 8’-5” 7’-7” 6’-8” 11’-7” 10’-7” 9’-2” 15’-6” 14’-1” 12’-4” 16’-10” 15’-2” 13’-4” 23’-0” 20’-11” 17’-6” F

---8’-1” 7’-4” 6’-5” 10’-7” 9’-7” 8’-5” 11’-5” 10’-5” 8’-6” W 14’-1”W 10’-7” W 7’-0”W 5’ 11” 5’ 5” 4’ 8” 8’ 3” 7’ 6” 6’ 6” 11’ 1” 9’ 8” 6’ 5” 12’ 0” 10’ 11” 9’ 0” 6’-7” 6’-0” -9’-1” 8’-4” 7’-2” 12’-0” 10’-11” 9’-6” 13’-0” 11’-10” 10’-4” 17’-2” 15’-7” 13’-7” 7’-1” 6’-6” -9’-10” 8’-11” 7’-10” 13’-1” 11’-11” 10’-5” 14’-1” 12’-11” 11’-2” 19’-4” 17’-6” 15’-4” 7’-4” 6’-8” -10’-2” 9’-2” 8’-1” 13’-7” 12’-4” 10’-10” 14’-7” 13’-4” 11’-7” 20’-1” 18’-2” 15’-11”

6’-7” F --8’-10” F 7’-8” F -10’-4” F 9’-0” F 6’-7” W 10’-7” F 9’-2” F 6’-5” W 10’-7” W 7’-11” W -6’ 8” 5’ 10” 4’ 9” 8’ 9” 7’ 7” 5’ 2” 9’ 8” 7’ 3” 4’ 10” 11’ 0” 9’ 6” 7’ 9” 8’-8” 7’-8”F 6’-4” F 11’-8” F 10’-1” F 8’-4” F 13’-10” F 11’-11” F 9’-8” F 15’-8” F 13’-7” F 11’-1” F 18’-5” F 15’-11” F 12’-1”W 9’-4” 8’-1” F 6’-7” F 12’-5” F 10’-8” F 8’-10” F 15’-0” F 13’-0” F 10’-7” F 15’-11” F 13’-8” F 11’-2” F 19’-11” F 17’-2” F 12’-5” W 9’-7” 8’-8” F 7’-1” F 13’-4” F 11’-6” F 9’-5” F 16’-4” F 14’-1” F 11’-6” F 17’-2” F 14’-11” F 12’-1” F 21’-6” F 18’-7” F 15’-2” F

6’-0” --8’-5” 7’-7” -10’-4” F 9’-0” F 6’-7” W 10’-7” F 9’-2” F 6’-5” W 10’-7” W 7’-11” W -6’ 2” 5’ 7” 4’ 9” 8’ 7” 7’ 7” 5’ 2” 9’ 8” 7’ 3” 4’ 10” 11’ 0” 9’ 6” 7’ 9” 6’-11” 6’-4” -9’-6” 8’-7” 7’-6” 12’-6” 11’-5” 9’-8” F 13’-6” 12’-4” 10’-8” 17’-11” 15’-11” F 12’-1”W 7’-5” 6’-8” -10’-2” 9’-4” 8’-1” 13’-7” 12’-5” 10’-7” F 14’-8” 13’-5” 11’-2” F 19’-11” F 17’-2” F 12’-5” W 7’-7” 6’-11” 6’-1” 10’-7” 9’-7” 8’-5” 14’-1” 12’-10” 11’-2” 15’-2” 13’-10” 12’-1” 20’-11” 18’-7” F 15’-2” F

---7’-4” 6’-8” -9’-7” 8’-10” 6’-7”W 10’-5” 9’-2”F 6’-5”W 10’-7”W 7’-11” W -5’ 5” 4’ 11” 4’ 3” 7’ 6” 6’ 9” 5’ 2” 9’ 8” 7’ 3” 4’ 10” 11’ 0” 9’ 6” 7’ 9” 6’-0” --8’-4” 7’-6” 6’-7” 10’-11” 9’-11” 8’-8” 11’-10” 10’-8” 9’-5” 15’-7” 14’-2” 12’-1”W 6’-6” --8’-11” 8’-1” 7’-1” 11’-11” 10’-10” 9’-5” 12’-11” 11’-8” 10’-2” 17’-6” 15’-11” 12’-5”W 6’-8” 6’-1” -9’-2” 8’-5” 7’-4” 12’-4” 11’-2” 9’-10” 13’-4” 12’-1” 10’-7” 18’-2” 16’-7” 14’-6”

5 PSF

Notes: 1. Limiting heights are in accordance with AISI S100-07 using all steel non-composite design. 2. Limiting heights are established by considering ﬂexure, shear, web crippling, and deﬂection. The web crippling values are based on testing with a bearing length of 1”. 3. For bending, studs are assumed to be adequately braced to develop full

7.5 PSF

allowable moment. 4. Viper25 and Viper20 distortional, local buckling moments and stiffness are based on testing. 5. For web crippling, when h/t≤ 200, the web crippling values are computed based on section C3.4.2 of AISI S100-07. 6. No web stiffeners are required for studs with h/t≥ 200, web crippling and shear values have

10 PSF

been conﬁrmed by testing. Fully braced when unbraced length is less than Lu. See section properties table on page 5 for Lu values. 7. The factory punchouts are in accordance with section C5 of AISI S201-07. The distance from the center of the last punchout to the end of the stud is 12”.

ViperStud® Drywall Framing System

NON-COMPOSITE LIMITING HEIGHTS - BRACED 48” O.C.

MODEL NO.

VIPER25

VIPER 18MIL

VIPER20

VIPER 30MIL

VIPER 33 MIL

GAUGE DEPTH (mil.) 1-5/8”

25 EQ (15)

2-1/2”

25 EQ (15)

3-5/8”

25 EQ (15)

4”

25 EQ (15)

6”

25 EQ (15)

1-5/8”

25 (18)

2-1/2”

25 (18)

3-5/8”

25 (18)

4”

25 (18)

6”

25 (18)

1-5/8”

20EQ (20)

2-1/2”

20EQ (20)

3-5/8”

20EQ (20)

4”

20EQ (21)

6”

20EQ (21)

1-5/8”

20 (30)

2-1/2”

20 (30)

3-5/8”

20 (30)

4”

20 (30)

6”

20 (30)

1-5/8”

20 (33)

2-1/2”

20 (33)

3-5/8”

20 (33)

4”

20 (33)

6”

20 (33)

“f”-ﬂexure controls; “s”-shear controls; “w”-web crippling controls. No letter next to the number means deﬂection controls.

MEMBER 162VS125-15 162VS125-15 162VS125-15 250VS125-15 250VS125-15 250VS125-15 362VS125-15 362VS125-15 362VS125-15 400VS125-15 400VS125-15 400VS125-15 600VS125-15 600VS125-15 600VS125-15 162VS125-18 162VS125-18 162VS125-18 250VS125-18 250VS125-18 250VS125-18 362VS125-18 362VS125-18 362VS125-18 400VS125-18 400VS125-18 400VS125-18 600VS125-18 600VS125-18 600VS125-18 162VS125-20 162VS125-20 162VS125-20 250VS125-20 250VS125-20 250VS125-20 362VS125-20 362VS125-20 362VS125-20 400VS125-21 400VS125-21 400VS125-21 600VS125-21 600VS125-21 600VS125-21 162VS125-30 162VS125-30 162VS125-30 250VS125-30 250VS125-30 250VS125-30 362VS125-30 362VS125-30 362VS125-30 400VS125-30 400VS125-30 400VS125-30 600VS125-30 600VS125-30 600VS125-30 162VS125-33 162VS125-33 162VS125-33 250VS125-33 250VS125-33 250VS125-33 362VS125-33 362VS125-33 362VS125-33 400VS125-33 400VS125-33 400VS125-33 600VS125-33 600VS125-33 600VS125-33

DESIGN MIN. YIELD (in) (in) (ksi) 0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.022 0.022 0.022 0.022 0.022 0.022 0.031 0.031 0.031 0.031 0.031 0.031 0.031 0.031 0.031 0.031 0.031 0.031 0.031 0.031 0.031 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035

SPACING O.C. (in)

L/120

L/240

L/360

L/120

L/240

L/360

L/120

L/240

L/360

8’-8” F 7’-6” F 6’-1” F 11’-10” F 10’-2” F 8’-5” F 13’-2” F 11’-5” F 9’-4” F 13’-10” F 12’-0” F 9’-10” F 14’-1” W 10’-7” W 7’-1” W 8’ 11” 7’ 9” 6’ 4” 12’ 1” 10’ 6” 8’ 7” 15’ 1” 13’ 1” 9’ 8” 15’ 11” 13’ 9” 11’ 3” 10’-7” F 9’-2” F 7’-6” F 14’-4” F 12’-5” F 10’-1” F 16’-2” F 14’-0” F 11’-5” F 17’-10” F 15’-6” F 12’-7” F 23’-1” F 20’-0” F 16’-5” F 11’-10” 10’-8” 8’-11” F 16’-4” 14’-5” F 11’-10” F 20’-0” F 17’-4” F 14’-2”F 21’-1” F 18’-4” F 14’-11” F 28’-0” F 24’-2” F 19’-10” F 12’-2” 11’-1” 9’-6” F 16’-11” 15’-4” F 12’-6” F 21’-4” F 18’-5” F 15’-1” F 22’-6” F 19’-5” F 15’-11” F 29-10” F 25’-10” F 21’-1” F

7’-6” 6’-10” 6’-0” 10’-7” 9’-7” 8’-5”F 13’-2”F 11’-5”F 9’-4”F 13’-10”F 12’-0”F 9’-10”F 14’-1”W 10’-7”W 7’-1”W 7’ 10” 7’ 1” 6’ 2” 10’ 10” 9’ 10” 8’ 7” 14’ 6” 13’ 1” 9’ 8” 15’ 8” 13’ 9” 11’ 3” 8’-8” 7’-11” 6’-11” 11’-11” 10’-10” 9’-6” 15’-10” 14’-0” F 11’-5” F 17’-0” 15’-6” F 12’-7” F 22’-6” 20’-0” F 16’-5” F 9’-4” 8-6” 7’-5” 12’-11” 11’-8” 10’-4” 17’-2” 15’-7” 13’-8” 18’-7” 16’-11” 14’-10” 25’-6” 23’-2” 19’-10” F 9’-8” 8’-10” 7’-8” 13’-5” 12’-2” 10’-7” 17’-10” 16’-2” 14’-1” 19’-4” 17’-6” 15’-4” 26’-6” 24’-1” 21’-0”

6’-7” 6’-0” -9’-2” 8’-5” 7’-4” 12’-1” 11’-0” 9’-4”F 13’-1” 11’-11” 9’-10”F 14’-1”W 10’-7”W 7’-1”W 6’ 10” 6’ 2” 5’ 5” 9’ 5” 8’ 7” 7’ 6” 12’ 8” 11’ 6” 9’ 8” 13’ 8” 12’ 5” 10’ 10” 7’-7” 6’-11” 6’-0” 10’-5” 9’-6” 8’-4” 13’-10” 12’-6” 10’-11” 14’-11” 13’-6” 11’-10” 19’-8” 17’-11” 15’-7” 8’-2” 7’-5” 6’-6” 11’-4” 10’-4” 9’-0” 15’-0” 13’-8” 11’-11” 16’-4” 14’-10” 12’-11” 22’-4” 20’-2” 17’-8” 8’-5” 7’-8” 6’-8” 11’-8” 10’-7” 9’-4” 15’-7” 14’-1” 12’-5” 16’-10” 15’-4” 13’-4” 23’-1” 21’-0” 18’-5”

7’-1”F 6’-1”F -9’-7”F 8’-5”F 6’-8”W 10’-10”F 9’-4”F 6’-11”W 11’-4”F 9’-10”F 6’-6”W 9’-5”W 7’-1”W -7’ 4” 6’ 4” 5’ 2” 9’ 11” 8’ 7” 6’ 11” 12’ 4” 9’ 8” 6’ 5” 13’ 0” 12’ 5” 10’ 10” 8’-7” F 7’-6” F 6’-1” F 11’-8” F 10’-1” F 8’-4” F 13’-2” F 11’-5” F 9’-4” F 14’-7” F 12’-7” F 10’-4” F 18’-11” F 16’-5” F 11’-5” W 10’-4” 8’-11” F 7’-4” F 13’-7” F 11’-10” F 9’-7” F 16’-4” F 14’-2” F 11’-7” F 17’-2” F 14’-11” F 12’-2” F 22’-10” F 19’-10” F 15’-7” W 10’-7” 9’-6” F 7’-8” F 14’-5” F 12’-6” F 10’-2” F 17’-5” F 15’-1” F 12’-4” F 18’-4” F 15’-11” F 13’-0” F 24’-4” F 21’-1” F 17’-2” F

6’-7” 6’-0” -9’-2” 8’-5”F 6’-8”W 10’-10” F 9’-4” F 6’-11”W 11’-4”F 9’-10” F 6’-6” W 9’-5” W 7’-1” W -6’ 10” 6’ 2” 5’ 2” 9’ 5” 8’ 7” 6’ 11” 12’ 4” 9’ 8” 6’ 5” 13’ 0” 11’ 3” 9’ 2” 7’-7” 6’-11” 6’-0” 10’-5” 9’-6” 8’-4” 13’-2” F 11’-5” F 9’-4” F 14’-7” F 12’-7” F 10’-4” F 18’-11” F 16’-5” F 11’-5” W 8’-2” 7’-5” 6’-6” 11’-4” 10’-4” 9’-0” 15’-0” 13’-8” 11’-7” F 16’-4” 14’-10” 12’-2” F 22’-4” 19’-10” F 15’-7” W 8’-5” 7’-8” 6’-8” 11’-8” 10’-7” 9’-4” 15’-7” 14’-1” 12’-4” F 16’-10” 15’-4” 13’-0” F 23’-1” 21’-0” 17’-2” F

---8’-1” 7’-4” 6’-5” 10’-7” 9’-4” F 6’-11”W 11’-4” F 9’-10” F 6’-6” W 9’-5” W 7’-1” W -5’ 11” 5’ 5” 4’ 8” 8’ 3” 7’ 6” 6’ 6” 11’ 1” 9’ 8” 6’ 5” 12’ 10” 10’ 10” 9’ 2” 6’-7” 6’-0” -9’-1” 8’-4” 7’-2” 12’-0” 10’-11” 9’-4” F 13’-0” 11’-10” 10’-4” F 17’-2” 15’-7” 11’-5”W 7’-1” 6’-6” -9’-11” 9’-0” 7’-10” 13’-1” 11’-11” 10’-5” 14’-2” 12’-11” 11’-4” 19’-6” 17’-8” 15’-6” 7’-5” 6’-8” -10’-2” 9’-4” 8’-1” 13’-7” 12’-5” 10’-10” 14’-8” 13’-4” 11’-8” 20’-2” 18’-5” 16’-0”

6’-1” F --8’-5” F 7’-2” F -9’-4”F 7’-10” W -9’-10” F 7’-5” W -7’-1” W --6’ 4” 5’ 6” 4’ 6” 8’ 7” 7’ 5” 5’ 2” 9’ 8” 7’ 3” 4’ 10” 11’ 3” 9’ 9” 7’ 11” 7’-6” F 6’-6” F -10’-1” F 8’-10” F 7’-2” F 11’-5” F 9’-11” F 8’-1” F 12’-7” F 10’-11” F 8’-11” F 16-5” F 12’-10”W 8’-7” W 8’-11” F 7’-8” F 6’-4” F 11’-10” F 10’-2” F 8’-4” F 14’-2” F 12’-4” F 10’-0” F 14’-11” F 12’-11” F 10’-7” F 19’-10” F 17’-1” F 11’-8” W 9’-6” F 8’-2” F 6’-8”F 12’-6” F 10’-10” F 8’-10” F 15’-1” F 13’-0” F 10’-8” F 15’-11” 13’-10” F 11’-2” F 21’-1” F 18’-4” F 14’-6” W

6’-0” --8’-5” F 7’-2” F -9’-4” F 7’-10” W -9’-10” F 7’-5” W -7’-1” W --6’ 2” 5’ 6” 4’ 6” 8’ 7” 7’ 5” 5’ 2” 9’ 8” 7’ 3” 4’ 10” 11’ 3” 9’ 9” 7’ 11” 6’-11” 6’-4” -9’-6” 8’-7” 7’-2” F 11’-5” F 9’-11” F 8’-1” F 12’-7” F 10’-11” F 8’-11” F 16’-5” F 12’-10”W 8’-7” W 7’-5” 6’-8” -10’-4” 9’-4” 8’-1” 13’-8” 12’-4” F 10’-0” F 14’-10” 12’-11” F 10’-7” F 19’-10” F 17’-1” F 11’-8” W 7’-8” 7’-0” 6’-1” 10’-7” 9’-7” 8’-5” 14’-1” 12’-11” 10’-8” F 15’-4” 13’-10” F 11’-2” F 21’-0” 18’-4” F 14’-6” W

---7’-4” 6’-8” -9’-4” F 7’-10”W -9’-10” F 7’-5” W -7’-1” W --5’ 5” 4’ 11” 4’ 3” 7’ 6” 6’ 9” 5’ 2” 9’ 8” 7’ 3” 4’ 10” 10’ 10” 9’ 9” 7’ 11” 6’-0” --8’-4” 7’-6” 6’-7” 10’-11” 9’-11” F 8’-1” F 11’-10” 10’-8” 8’-11” F 15’-7” 12’-10W 8’-7”W 6’-6” --9’-0” 8’-1” 7’-1” 11’-11” 10’-10” 9’-6” 12’-11” 11’-8” 10’-2” 17’-8” 16’-1” 11’-8”W 6’-8” 6’-1” -9’-4” 8’-5” 7’-5” 12’-5” 11’-2” 9’-10” 13’-4” 12’-1” 10’-7” 18’-5” 16’-8” 14’-6” W

5 PSF

7.5 PSF

10 PSF

ViperStud® Drywall Framing System

ALLOWABLE CEILING SPANS

L/240 MODEL NO.

Fy MEMBER ksi 162VS125-15 250VS125-15 362VS125-15 400VS125-15 600VS125-15 162VS125-20 250VS125-20 362VS125-20 400VS125-21 600VS125-21 162VS125-30 250VS125-30 362VS125-30 400VS125-30 600VS125-30 162VS125-33 250VS125-33 362VS125-33 400VS125-33 600VS125-33

VIPER25

VIPER20

VIPER 30MIL

VIPER 33MIL

4 PSF LATERAL SUPPORT OF COMPRESSION FLANGE

50 50 50 50 50 57 57 57 57 57 33 33 33 33 33 33 33 33 33 33

Unsupported Joist Spacing (in) O.C.

VIPER25

VIPER20

VIPER 30MIL

VIPER 33MIL

50 50 50 50 50 57 57 57 57 57 33 33 33 33 33 33 33 33 33 33

Midspan Joist Spacing (in) O.C.

6’-9” F 7’-7” F 8’-6” F 8’-9” F 9’-11” F 7’-3” F 8’-2” F 9’-1” F 9’-7” F 10’-10” F 8’-7” F 9’-6” F 10’-6” F 10’-10” F 12’-2” F 8’-11” F 9’-10” F 10’-11” F 11’-2” F 12’-6” F

6’-0” F 6’-10” F 7’-8” F 7’-10” F 8’-11” F 6’-6” F 7’-4” F 8’-2” F 8’-7” F 9’-9” F 7’-8” F 8’-6” F 9’-5” F 9’-8” F 10’-11” F 7’-11” F 8’-10” F 9’-9” F 10’-0” F 11’-3” F

8’-1” 11’-3” F 12’-0” F 12’-5” F 14’-4” F 9’-4” 12’-4” F 13’-6” F 14’-4” F 16’-6” F 10’-1” 13’-11” 16’-0” F 16’-5” F 18’-10” F 10’-5” 14’-5” 16’-7” F 17’-0” F 19’-5” F

7’-4” 10’-4” 11’-0” F 11’-4” F 13’-2” F 8’-6” 11’-4” F 12’-4” F 13’-2” F 15’-3” F 9’-2” 12’-8” 14’-10” F 15’-2” F 17’-6” F 9’-5” 13’-1” 15’-4” F 15’-8” F 18’-0” F

6’-5” 9’-0” F 9’-9” F 10’-0” F 11’-8” F 7’-5” 10’-2” F 10’-11” F 11’-7” F 13’-7” F 8’-0” 11’-1” 13’-3” F 13’-7” 15’-8” F 8’-3” 11’-5” 13’-9” F 14’-1” F 16’-3” F

6’-6” F 7’-4” F 8’-3” F 8’-6” F 9’-7” F 7’-1” F 7’-11” F 8’-10” F 9’-3” F 10’-6” F 8’-4” F 9’-2” F 10’-2” F 10’-6” F 11’-9” F 8’-8” F 9’-7” F 10’-7” F 10’-10” F 12’-2” F

5’-5” F 6’-2” F 6’-11” F 7’-1” F 8’-1” F 5’-10” F 6’-7” F 7’-5” F 7’-9” F 8’-9” F 6’-10” F 7’-7” F 8’-6” F 8’-9” F 9’-10” F 7’-1” F 7’-11” F 8’-9” F 9’-0” F 10’-1” F

7’-1” 10’-0” 10’-8” F 11’-0” F 12’-9” F 8’-2” 11’-0” F 11’-11” F 12’-8” F 14’-9” F 8’-10” 12’-2” 14’-4” F 14’-9” F 16’-11” F 9’-1” 12’-7” 14’-10” F 15’-3” F 17’-6” F

6’-5” 9’-0” F 9’-9” F 10’-0” F 11’-8” F 7’-5” 10’-2” F 10’-11” F 11’-7” F 13’-7” F 8’-0” 11’-1” 13’-3” F 13’-7” F 15’-8” F 8’-3” 11’-5” 13’-9” F 14’-1” F 16’-3” F

5’-7” 7’-8” F 8’-5” F 8’-9” F 8’-10” W 6’-6” 8’-11” 9’-8” F 10’-3” F 12’-0” F 7’-0” 9’-8” 11’-9” F 12’-1” F 14’-1” F 7’-3” 10’-0” 12’-2” F 12’-7” F 14’-6” F

Unsupported Joist Spacing (in) O.C.

6 PSF LATERAL SUPPORT OF COMPRESSION FLANGE

Midspan Joist Spacing (in) O.C.

Unsupported Joist Spacing (in) O.C.

Midspan Joist Spacing (in) O.C.

7'-1" 8'-2" F 9'-1" F 9'-5" F 10'-8" F 7'-10" F 8'-10" F 9'-10" F 10'-4" F 11'-8" F 8'-10" 10'-4" F 11'-4" F 11'-8" F 13'-1" F 9'-1" 10'-9" F 11'-9" F 12'-1" F 13'-6" F

6'-5" 7'-7" F 8'-6" F 8'-9" F 9'-11" F 7'-3" F 8'-2" F 9'-1" F 9'-7" F 10'-10" F 8'-0" 9'-6" F 10'-6" F 10'-10" F 12'-2" F 8'-3" 9'-10" F 10'-11" F 11'-2" F 12'-6" F

5'-7" 6'-10" F 7'-8" F 7'-10" F 8'-11" F 6'-6" 7'-4" F 8'-2" F 8'-7" F 9'-9" F 7'-0" 8'-6" F 9'-5" F 9'-8" F 10'-11"F 7'-3" 8'-10" F 9'-9" F 10'-0" F 11'-3" F

7'-1" 10'-0" 12'-0" F 12'-5" F 14'-4" F 8'-2" 11'-3" 13'-6" F 14'-4" F 16'-6" F 8'-10" 12'-2" 16'-0" F 16'-5" F 18'-10"F 9'-1" 12'-7" 16'-7" F 17'-0" F 19'-5" F

6'-5" 9'-0" 11'-0" F 11'-4" F 13'-2" F 7'-5" 10'-2" 12'-4" F 13'-2" F 15'-3" F 8'-0" 11'-1" 14'-9" 15'-2" F 17'-6" F 8'-3" 11'-5" 15'-3" 15'-8" F 18'-0" F

5'-7" 7'-11" 9'-9" F 10'-0" F 11'-8" F 6'-6" 8'-11" 10'-11" F 11'-7" F 13'-7" F 7'-0" 9'-8" 12'-11" 13'-7" F 15'-8" F 7'-3" 10'-0" 13'-4" 14'-1" F 16'-3" F

6'-2" 7'-4" F 8'-3" F 8'-6" F 9'-7" F 7'-1" F 7'-11" F 8'-10" F 9'-3" F 10'-6" F 7'-8" 9'-2" F 10'-2" F 10'-6" F 11'-9" F 7'-11" 9'-7" F 10'-7" F 10'-10" F 12'-2" F

5'-7" 6'-10" F 7'-8" F 7'-10" F 8'-11" F 6'-6" 7'-4" F 8'-2" F 8'-7" F 9'-9" F 7'-0" 8'-6" F 9'-5" F 9'-8" F 10'-11" F 7'-3" 8'-10" F 9'-9" F 10'-0" F 11'-3" F

4'-11" 6'-2" F 6'-11" F 7'-1" F 8'-1" F 5'-8" 6'-7" F 7'-5" F 7'-9" F 8'-9" F 6'-1" 7'-7" F 8'-6" F 8'-9" F 9'-10" F 6'-4" 7'-11" F 8'-9" F 9'-0" F 10'-1" F

6'-2" 8'-8" 10'-7" F 11-0" F 12'-9" F 7'-2" 9'-9" 11'-11" F 12'-8" F 14'-9" F 7'-8" 10'-8" 14'-2" 14'-9" F 16'-11" F 7'-11" 11'-0" 14'-8" 15'-3" F 17'-6" F

5'-7" 7'-11" 9'-9" 10'-0"F 11'-8" F 6'-6" 8'-11" 10'-11" F 11'-7" F 13'-7" F 7'-0" 9'-8" 12'-11" 13'-7" F 15'-8" F 7'-3" 10'-0" 13'-4" 14'-1" F 16'-3" F

4'-11" 6'-11" 8'-5" F 8'-9" F 8'-10" W 5'-8" 7'-9" 9'-8" F 10'-3" F 12'-0" F 6'-1" 8'-5" 11'-3" 12'-1" F 14'-1" F 6'-4" 8'-9" 11'-8" 12'-7" F 14'-6" F

“f” - flexure controls; “s” - shear controls; “w” - web crippling controls. No letter next to the number means deflection controls. Ceiling Span Notes: 1. Ceiling Spans are in accordance with AISI S100-07 using all steel non-composite design. 2. Ceiling Spans are established by considering flexure, shear, web crippling and deflection. 3. For web crippling, when h/t ≤ 200, the web crippling values are computed based on section C3.4.2 of AISI S100-07, when h/t >200, the web crippling values are based on testing with a bearing length of 1”.

Unsupported Joist Spacing (in) O.C.

4 PSF LATERAL SUPPORT OF COMPRESSION FLANGE

Midspan Joist Spacing (in) O.C.

7’-3” F 8’-2” F 9’-1” F 9’-5” F 10’-8” F 7’-10” F 8’-10” F 9’-10” F 10’-4” F 11’-8” F 9’-4” F 10’-4” F 11’-4” F 11’-8” F 13’-1” F 9’-9” F 10’-9” F 11’-9” F 12’-1” F 13’-6” F

L/360 MODEL NO.

6 PSF LATERAL SUPPORT OF COMPRESSION FLANGE

4. No web stiffeners are required for studs with h/t > 200, web crippling and shear values have been conﬁrmed by testing. 5. All values are for simple spans, with compression ﬂange either unbraced or braced at midspan. 6. Ceiling spans are based on total load of assembly, not including storage or live load for accessible ceilings. 7. The factory punchouts are in accordance with section C5 of AISI S201-07. The distance from the center of the last punchout to the end of the stud is 12”.

ViperStud® Drywall Framing System

SCREW ALLOWABLE LOADS (lbs.)

SHEAR

PULL OUT

PULL OVER

SHEAR

PULL OUT

PULL OVER

SHEAR

PULL OUT

PULL OVER

C645 SCREW PENETRATION TEST (P, F)

VIPER25

0.0155

0.0147

759

909

121

939

132

PASS

VIPER20 (1-5/8" – 3-5/8")

0.0205

0.0195

1069

146

1249

183

1309

199

PASS

VIPER20 (4" – 6")

0.0220

0.0209

1299

157

1419

196

1449

213

PASS

CONVENTIONAL (25ga)

0.0188

0.0179

105

CONVENTIONAL (20ga DW) OR VIPER 30mil

0.0312

0.0296

129

103

161

111

175

CONVENTIONAL (20ga) OR VIPER 33mil

0.0346

0.0329

110

143

120

178

130

194

MODEL NO.

DESIGN MIN. FY FU THICKNESS THICKNESS YIELD TENSILE (in) (in) (ksi) (ksi)

#6 SCREW (0.138" dia; 0.25" head)

Notes: 1. Capacities are based on section E4 of the AISI S100-07 Speciﬁcation. 2. Capacities are based on Allowable Strength Design (ASD). 3. Screw pull-out capacities are based on listed head diameter. 4. Two sheets of equal thickness and tensile strength are assumed in tabulated values. 5. When materials of different steel thickness and tensile strength are connected, use the lowest value for shear capacity (tilting and bearing), for pull-out capacity use sheet closest to screw tip and for pull-over capacity use sheet closest to screw head. 6. Where multiple fasteners are used, screws are assumed to have a center-to-center spacing of at least 3 times the nominal diameter.

#8 SCREW (0.164” dia; 0.3125” head)

#10 SCREW (0.190” dia; 0.34” head)

7. Screws are assumed to have a center-of-screw to edge-of-steel dimension of at least 1.5 times the nominal diameter of the screw. 8. When screws are subjected to combination of shear and tension forces, interaction equation of AISI S100-2007 Speciﬁcation section E4.5 shall be used . 9. Viper25 & Viper20 shear values are tested per AISI S100-07 and AISI S905, tests conducted by Structural Testing & Research, Inc. 10. Non Structural Code Compliance Certiﬁcation Program requires the Shear and Pullout values of a screw in Viper25 & Viper20 be equal or greater than the equivalent conventional stud.

SCREW PENETRATION TESTING (ASTM C 645, ASTM C 1002) To pass screw penetration tests, studs must be capable of pulling the head of the screw below surface of gypsum board in less than 2 seconds without spin out.

HI-ABUSE/HI-IMPACT – VIPER20 SHEATHING TYPE STEEL SCREW AND THICKNESS FRAMING TYPE

SHEATHING TYPE STEEL AND THICKNESS FRAMING SCREW TYPE #9 BUILDEX ROCK-ON

USG 1/2” Durock®

VIPER20 #9 PHILLIPS CEMENT BOARD

DRILL PASS/FAIL SPEED ASTM-C-1002 (rpm)

3-5/8” VIPER20

#6 X 1-1/4” TYPE S SHARP PT

2500

PASS

4000

PASS

NATIONAL GYPSUM 5/8” HIGH IMPACT

3-5/8” VIPER20

#6 X 1-1/4” TYPE S SHARP PT

2500

PASS

4000

PASS

NATIONAL GYPSUM 5/8” HIGH ABUSE

3-5/8” VIPER20

#6 X 1-1/4” TYPE S SHARP PT

2500

PASS

4000

PASS

USG 5/8” VHI

CEMENT BOARD – VIPER20

NATIONAL GYPSUM 5/8” PERMABASE

#9 BUILDEX ROCK-ON VIPER20 #9 PHILLIPS CEMENT BOARD

DRILL PASS/FAIL SPEED ASTM-C-1002 (rpm) 2500

PASS

4000 2500

PASS PASS

4000 2500

PASS PASS

4000 2500

PASS PASS

4000

PASS

GYPSUM BOARD – VIPER25 & VIPER20 1/2” TYPE C 5/8” TYPE X 5/8” TYPE X

VIPER25 VIPER25 VIPER20

#6 X1-1/4” TYPE S SHARP PT TYPE S SHARP PT

2500 2500 2500

PASS PASS PASS

Notes: • Rock-on is a registered trademark of ITW Buildex. • Durock is a registered trademark of the United States Gypsum Co. (USG) • Phillips is a registered trademark of the Phillips Screw Co. • Hi-Abuse, Hi-Impact, and Permabase are registered trademarks of the National Gypsum Co.

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ViperStud® Drywall Framing System

ACOUSTIC PERFORMANCE (ASTM E 90)

The ViperStud® drywall framing system has been tested to determine the transmission of sound through walls. Acoustic tests were performed using 3-5/8” ViperStud steel studs. The tests were performed according to ASTM E 90 in different conﬁgurations.

WALL TYPES

Sound testing performed by Western Electro-Acoustic Laboratory and Architectural Testing, Inc.

VIPER25 24” O.C. t R-11 ﬁberglass insulation t RC1 channel 1 side, t 1 Layer of 5/8” type X GWB, each side t R-11 ﬁberglass insulation t 1 Layer of 5/8” type X GWB, each side t 1 Layer of 5/8” type X GWB, each side

52 46 41

t R-11 ﬁberglass insulation t RC channel 1 side t Double layers of 5/8” type X GWB, each side

STC Rating

VIPER25 16” O.C. t R-13 ﬁberglass insulation t RC-Max resilient channel, one side t 1 Layer 5/8” type X GWB, each side t R-13 ﬁberglass insulation t 1 Layer 5/8” type X GWB, each side

51 47

STC Rating

VIPER20 16” O.C. t R-13 ﬁberglass insulation t 1 Layer 5/8” type X GWB, one side t 2 Layers of type type X GWB, other side t R-13 ﬁberglass insulation t1 Layer 5/8” type X GWB, each side

49 44

STC Rating

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ViperStud® Drywall Framing System

FIRE TESTING DATA (ASTM E 119) 1 HOUR WALL ASSEMBLIES t NON-LOAD BEARING Viper25 or Viper20- 3-5/8”, 4”, or 6” 1 Hour Wall Assembly

WALL ASSEMBLIES

VIPERSTUD IS ®

FIRE TESTED

t Studs spaced 24” o.c. t One layer of generic 5/8” Type X gypsum wallboard1 t No insulation required Warnock-Hersey Design No. CEM/WF 60-01 t The wallboard is oriented horizontally Warnock-Hersey Design No. CEM/WF 60-02 t The wallboard is oriented vertically

CHASE WALL ASSEMBLIES 1 Hour Chase Wall Assembly

t Two rows of ViperStud® t Studs spaced 24” o.c. t Can be aligned with a 1” minimum spacing between studs from each row, staggered or staggered and overlapped. t One layer of generic 5/8” Type X gypsum wallboard1 t No insulation required Warnock-Hersey Design No. CEM/WF 60-03 t The wallboard is oriented vertically Warnock-Hersey Design No. CEM/WF 60-04 t The wallboard is oriented horizontally

2 HOUR WALL ASSEMBLIES t NON-LOAD BEARING Viper25 or Viper20- 1-5/8”, 2-1/2”, 3-5/8”, 4”, or 6” 2 Hour Wall Assembly

WALL ASSEMBLIES

t Studs spaced 24” o.c. t Two layers of generic 5/8” Type X gypsum wallboard1 t No insulation required Warnock-Hersey Design No. CEM/WF 120-01 t The wallboard is oriented vertically Warnock-Hersey Design No. CEM/WF 120-02 t The wallboard is oriented horizontally

CHASE WALL ASSEMBLIES 2 Hour Chase Wall Assembly

t Two rows of ViperStud™ spaced 24” o.c. t Can be aligned with a 1” minimum spacing between studs from each row, staggered or staggered and overlapped. t Two layers of generic 5/8” Type X gypsum wallboard1 t No insulation required Warnock-Hersey Design No. CEM/WF 120-03 t The wallboard is oriented vertically Warnock-Hersey Design No. CEM/WF 120-04 t The wallboard is oriented horizontally

FOR EXPANDED UL CLASSIFICATIONS See these UL Design Assemblies Viper25 Steel Framing Member for use in Design Nos. U375, U407, U419, V417, V435, V448, V477, V486, V489, V498, W411, W423, W424 Viper20 Steel Framing Member for use in Design Nos. U403, U408, U411, U412, U419, U421, U431, U435, U436, U450, U451, U454, U463, U465, U466, U471, U475, U478, U491, U494, U495, U496, V410, V412, V416, V417, V418, V419, V425, V435, V437, V438, V443, V444, V448, V449, V452, V476, V477, V496, V498, W411, W415, W424

5/8’’ Generic Type X gypsum wallboard denotes these manufacturers for Warnock Hersey designs: American Gypsum, CertainTeed Gypsum, CGC Inc., Federal Gypsum Company, GP Gypsum, Lafarge North America, National Gypsum Co., PABCO Gypsum, Temple-Inland and United States Gypsum.

Visit www.cemcosteel.com for more information on ﬁre rated assemblies.

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ViperStud® Drywall Framing System

IMPACT TESTING (ASTM C 1629) Test Summary: All tests were conducted to ASTM C 1629 standard using Test Method ASTM E 695 for Soft Body Impact Tests and ASTM C 1629 Annex 1 for Hard Body Impact Tests. Each test was repeated 3 times as required by the test method and results reported to the ASTM standard published values for Level Classiﬁcation.

Test Materials: Steel Studs – Viper20 Stud and track spaced 16” o.c., do not use ViperTrack25 on Viper20 studs for impact resistant walls. Tests conducted using USG® & National Gypsum® boards. Testing conducted by IAS Certiﬁed 3rd party testing lab Intertek Testing Services.

Additional Approved Boards for Viper20 t Certainteed, ProRoc Abuse Resistant & ProRoc Extra Abuse t Lafarge Gypsum, Protecta AR 100 Abuse Board t Temple-Inland, ComfortGuard AR & ComfortGuard IR t Georgia Paciﬁc Dens Brand Panels

NATIONAL GYPSUM® Soft Body Impact Test Single Drop

Board Assembly 3-5/8” NGC Hi-Abuse

Classiﬁcation Level 2

Soft Body Impact Test Single Drop

Board Assembly 3-5/8” NGC Hi-Impact

Classiﬁcation Level 3

Soft Body Impact Test Progressive Drop

Board Assembly 3-5/8” NGC Hi-Abuse

Classiﬁcation Level 1

Soft Body Impact Test Progressive Drop

Board Assembly 3-5/8” NGC Hi-Impact

Classiﬁcation Level 3

Hard Body Impact Test Single Drop

Board Assembly 3-5/8” NGC Hi-Impact

Classiﬁcation Level 3

Soft Body Impact Test Single Drop

Board Assembly 3-5/8” USG FiberRock AR

Classiﬁcation Level 2

Soft Body Impact Test Progressive Drop

Board Assembly Classiﬁcation 3-5/8” USG FiberRock VHI Level 3

Generic 5/8” Type X Board

3-5/8” Viper20

NGC 5/8” Hi-Impact Hi-Abuse

USG®

Hard Body Impact Test Single Drop

Board Assembly 3-5/8” USG FiberRock AR

Hard Body Impact Test Single Drop

Board Assembly Classiﬁcation 3-5/8” USG FiberRock VHI Level 3

Generic 5/8” Type X Board

3-5/8” Viper20

Classiﬁcation Level 1

USG 5/8” FiberRock AR FiberRock VHI

- FiberRock VHI & FiberRock AR are registered trademarks of the United States Gypsum Co. (USG) - Hi-Abuse, Hi-Impact, & Permabase are registered trademarks of the National Gypsum Co. - ProRoc & ProRoc Extra are registered trademarks of Certainteed. - Protecta AR 100 is a registered trademark of Lafarge Gypsum. - ComfortGuard AR & ComfortGuard IR are registered trademarks of Temple-Inland. - Dens Brand is a trademark of Georgia Paciﬁc.

Soft body impact test using ViperStud.

www.cemcosteel.com

CEMCO STRUCTURAL ENGINEERING The CEMCO Structural Engineering division provides solutions that make sure your buildings are designed to current codes and specifications. Our methodology helps you control costs and keep your projects on schedule. We work closely with owners, designers, and contractors to facilitate efficient project execution. The structural engineering division uses state-of-the-art software and technologies to streamline the request, design, and issuance processes to cut costs and save time on your projects. Let the experienced CEMCO Structural Engineering team add value to your project with the following services: t Thorough review of your architectural plans to determine structural requirements. t Member sizing and cost estimation for preliminary and conceptual designs. t Professional, certified engineered shop drawings and calculations. t Use our project submittal form to submit your project online.

CEMCO STRUCTURAL ENGINEERING 1-2-3 PROCESS 1 Review client structural and architectural plans. 2 Deliver shop drawings and structural solutions based on the client’s needs. 3 Provide full engineering support through the life of the project.

CEMCO warrants to Purchaser only the Products to be free from defects in material and workmanship for a period of one year from the date of delivery, subject to CEMCO’S standard manufacturing and commercial variations and practice. CEMCO MAKES NO OTHER REPRESENTATIONS OR WARRANTIES TO PURCHASER REGARDING THE PRODUCTS AND EXPRESSLY DISCLAIMS ALL OTHER IMPLIED OR EXPRESS WARRANTIES, INCLUDING ALL WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. CEMCO’S Product warranty does not apply to any Product to the extent it has been subject to (1) other than normal wear and tear, or (2) improper installation, alteration, modiﬁcation, or repair, tampering, negligence, abuse or accident, or (3) improper storage. LIABILITY IS LIMITED TO REPAIR OR REPLACEMENT, AT CEMCO’S OPTION, OF ANY DEFECTIVE PRODUCT. CEMCO will repair and replace, at its option, Products which upon inspection it ﬁnds to be defective, based on claims made in writing to CEMCO within a reasonable time after discovery. Products alleged to be defective must be returned, freight prepaid, within thirty (30) days to CEMCO with the return authorization number, obtained from CEMCO, clearly marked on the outside of the return container for repair or replacement by

CEMCO. THE ABOVE WARRANTY SHALL CONSITTUTE PURCHASER’S EXCLUSIVE REMEDY WITH RESPECT TO THE PRODUCTS FURNISHED HEREUNDER. IN NO EVENT SHALL CEMCO BE LIABLE OR RESPONSIBLE TO PURCHASER OR ANY OTHER PERSON FOR ANY SPECIAL, INDIRECT OR CONSEQUENTIAL LOSSES OR DAMAGES, WHETHER BASED ON CONTRACT, TORT, STRICT LIABILITY OR OTHER THEORY OF LAW, EVEN IF CEMCO SHALL HAVE BEEN ADIVSED OF THE POSSIBILITY OF ANY SUCH LOSS OR DAMAGES, ALL SUCH DAMAGES AND CLAIMS BEING SPECIFICALLY DISCLAIMED. IN NO EVENT SHALL CEMCO’S LIABILITY EXCEED THE PURCHASE PRICE OF THE PRODUCT. All transactions shall be governed by the laws of the State of California (including, without limitation, the provisions of the California Commercial Code), without giving affect to any conﬂict of law rule or principle of such state. The United Nations Convention for the International Sale of Goods shall not apply to this agreement.

Corporate Headquarters & Main Manufacturing Facility

Northern California Manufacturing Facility

Denver Colorado Manufacturing Facility

Ft. Worth Texas Manufacturing Facility

263 North Covina Lane City of Industry, CA 91744

1001-A Pittsburg Antioch Hwy Pittsburg, CA 94565

490 Osage Street Denver, CO 80204

8600 Will Rogers Blvd. Ft. Worth, TX 76140

Phone: 800.775.2362 Fax: 626.330.7598

Phone: 925.473.9340 Fax: 925.473.9341

Phone: 303.572.3626 Fax: 303.572.3627

Phone: 817.568.1525 Fax: 817.568.2759

www.cemcosteel.com For more information, please contact CEMCO technical Services at 800-416-2278 This technical information reďŹ&#x201A;ects the most current information available and supersedes any and all previous publications effective August 1, 2013 #VSB5-8/2013

METAL LATH PLASTERING ACCESSORIES ESR-1623

www.cemcosteel.com

TABLE OF CONTENTS FOR METAL LATH

1. Metal Lath a. Expanded Metal Lath and "D"......................................................................................... .......2 b. Self Furring Dimpled Metal Lath and "D"........................................................................ ..... 2 c. Self Furring Grooved Metal Lath and "D"........................................................................ 2 d. CEM-LATH "K".......................................................................................................................... 2 e. 1/8" Flat-Rib.................................................................................................................. 3 f. 1/8" Flat-Rib Metal Lath with K-Paper............................................................................ 3 g. 3/8" Hi-Rib Metal Lath................................................................................................... 3 h. 3/8" Hi-Rib Metal Lath with K-Paper.............................................................................. 3 2. Corner and Casing Beads, Screeds a. 1-A Cornerbead.............................................................................................................. .... 4 b. 2-A Cornerbead.............................................................................................................. ........ 4 c. Smooth Edge Cornerite.......................................................................................................... 4 d. CEMCORNER (all configurations)............................................................................................. 4 e. Stripite............................................................................................................................ ....... 5 f. #66 Short Flange Casing................................................................................................. ....... 5 g. #66 Expanded Flange Casing......................................................................................... ....... 5 h. # 7 Foundation Sill Screed.............................................................................................. ....... 5 j. #34 Foundation Sill Screed.............................................................................................. ....... 6 j. #36 Foundation Sill Screed.............................................................................................. ....... 6 k. CEMCO J-Metals..................................................................................................................... 6 3. Control and Expansion Joints a. Double “J” (#XJ-15) Control Joint......................................................................................... 6 b. Double “V” (#15) Control Joint.............................................................................................. 7 c. #30 Corner Control Joint........................................................................................................ 7 d. #093 ZINC Control Joint................................................................................................. .... 7 e. Patches........................................................................................................................... ..... 7 4. Notes a. All product specification sheets available at www.cemcosteel.com b. For specific questions about application, installation, technical issues, etc. contact CEMCO's technical services department at 800-416-2278

METAL LATH AND PLASTERING ACCESSORIES

EXPANDED DIAMOND METAL LATH CEMCO’s Diamond Metal Lath is a versatile base for cement plaster walls. Its carefully formed diamond keys allow for proper embedment and keying of the scratch coat on all types of walls. Can be used with hand and machine applied plaster. This lath is available with or without Grade D asphalt paper backing. All CEMCO expanded metal lath is produced from standard G60 hot-dipped galvanized steel. G90 is available upon special request.

Wt./ Sq. Yd. (lbs)

Sheet Size

Pcs./Bundle

Yds./Pallet

1.75

27” x 96”

1000

2.5

27” x 96”

1000

2.5

27” x 96”

1000

Note: 50 bundles per pallet 25 bundles per pallet for “Dpaper-backed lath”.

SELF FURRING DIMPLED METAL LATH CEMCO’s Self Furred Diamond Metal Lath “Dimpled” is manufactured with a ¼” dimples in the lath. The dimples provide the necessary ¼” furring off the sheathing’s surface to allow for proper embedment and keying of the scratch coat on all types of walls. This lath is available with or without Grade D asphalt paper backing. All CEMCO expanded metal lath is produced from standard G60 hot-dipped galvanized steel. G90 is available upon special request.

Wt./ Sq. Yd. (lbs)

Sheet Size

Pcs./Bundle

Yds./Pallet

1.75

27” x 96”

500

2.5

27” x 96”

500

3.4

27” x 96”

500

Sheet Size

Pcs./Bundle

2.5

27” x 96”

500

3.4

27” x 96”

500

Note: 25 bundles per pallet

SELF FURRING GROOVED METAL LATH CEMCO’s Self Furred Diamond Metal Lath “Grooved” is manufactured with 5 “V”-grooves in the lath in lieu of standard “dimples”. These 5 grooves provide the necessary ¼” furring off the sheathing’s surface to allow for proper embedment and keying of the scratch coat on all types of walls. This lath is available with or without Grade D asphalt paper backing. All CEMCO expanded metal lath is produced from standard G60 hot-dipped galvanized steel. G90 is available upon special request.

Wt./ Sq. Yd. (lbs)

Yds./Pallet

Note: 25 bundles per pallet

CEM-LATH “K” CEMCO’s CEM-LATH “K” is a general purpose 3.4 lb. expanded diamond mesh lath with two 12” strips of “K” (Kraft) paper securely glued on as backing. CEMLATH “K” is self-furring to ensure positive keying of hand-applied plaster and machineapplied plaster in wall applications. All CEMCO expanded metal lath is produced from standard G60 hot-dipped galvanized steel. G90 is available upon special request.

Wt./Sq. Yd (lbs)

Sheet Size

Pcs./Bdl.

Yds./Bdl.

Yds./Pallet

3.4

27” x 48”

250

3.4

27” x 96”

500

Note: 25 bundles per pallet

METAL LATH AND PLASTERING ACCESSORIES

1/8” FLAT-RIB LATH CEMCO’s Flat rib lath is more rigid than diamond mesh lath by incorporating 1/8” longitudinal ribs every 3” on center, allowing for greater spans between wooden or steel supports. The small openings provide excellent keying of plaster. All CEMCO ribbed metal lath is produced from standard G60 hot-dipped galvanized steel. G90 is available upon special request.

Wt./Sq. Yd (lbs)

Sheet Size

Pcs./Bdl.

Yds./Bdl.

Yds./Pallet

2.0

27” x 48”

500

2.0

27” x 96”

1000

Wt./Sq. Yd (lbs)

Sheet Size

Pcs./Bdl.

Yds./Bdl.

Yds./Pallet

2.0

27” x 48”

500

2.0

27” x 96”

500

Note: 50 bundles per pallet.

1/8” FLAT-RIB LATH WITH K-PAPER (CEMMESH) CEMCO’s Flat rib lath with K-Paper (CEMMESH) is also more rigid than diamond mesh lath by incorporating 1/8” longitudinal ribs every 3” on center, and is a suited for machine applied plaster due to the K-Paper between the ribs that provide good backing during application. All CEMCO ribbed metal lath is produced from standard G60 hot-dipped galvanized steel. G90 is available upon special request.

Note: 50 bundles per pallet for 48” Flat-Rib K-Paper 25 bundles per pallet for 96” Flat-Rib K-Paper

3/8” HI-RIB LATH CEMCO’s 3/8” Hi-Rib Lath is the most rigid of all metal laths. With full 3/8” ribs running longitudinally, and a 1/8” rib between them, Hi-Rib lath is able to span up to 24” on center. This lath can be used in both vertical and horizontal applications. All CEMCO ribbed metal lath is produced from standard G60 hot-dipped galvanized steel. G90 is available upon special request.

Wt./Sq. Yd (lbs)

Sheet Size

Pcs./Bdl.

Yds./Bdl.

Yds./Pallet

3.4

27” x 96”

1000

Wt./Sq. Yd (lbs)

Sheet Size

Pcs./Bdl.

Yds./Bdl.

Yds./Pallet

3.4

27” x 96”

1000

Note: 50 bundles per pallet

3/8” HI-RIB LATH WITH K-PAPER CEMCO’s 3/8” Hi-Rib Lath is the most rigid of all metal laths. With full 3/8” ribs running longitudinally, and a 1/8” rib between them, Hi-Rib lath is able to span up to 24” on center. The 3” strips of K-Paper attached to the spaces between the 3/8” ribs to minimize blow through of plaster when machine applied. This lath can be used in both vertical and horizontal applications. All CEMCO applicationsribbed metal lath is produced from standard G60 hot-dipped galvanized steel. G90 is available upon special request.

Note: 50 bundles per pallet

METAL LATH AND PLASTERING ACCESSORIES

1-A CORNER BEAD CEMCO’s No. 1-A Expanded Corner

Bead is manufactured with 2-5/8” expanded metal flanges and a solid metal nose to provide for clean and sharp corners even over slightly irregular surfaces. CEMCO’s No. 1-A Expanded Metal Corner Bead is manufactured by Niles and distributed by CEMCO.

Size

Pcs./Ctn.

Ft. /Ctn.

Wt./Ctn.

Ctn./Plt.

8’

240

40 lbs.

9’

270

45 lbs.

10’

12’

300 360

50 lbs. 60 lbs.

40 40

Size

Pcs./Ctn.

Ft. /Ctn.

Wt./Ctn.

Ctn./Plt.

8’

240

42 lbs.

9’

270

52 lbs.

10’

300

52 lbs.

12’

360

63 lbs.

Size

Pcs./Ctn.

Ft./Ctn. (ft)

Wt./Ctn. (lbs)

2-A CORNER BEAD CEMCO’s 2-A Expanded Corner Bead is manufactured with extra long 3-1/4” flanges and a reinforced steel rib running the entire length of the piece to provide for extra rigidity when nailing to the corner. CEMCO’s 2-A Corner Bead is manufactured by Niles Inc.,and distributed by CEMCO.

SMOOTH EDGE CORNERITE CEMCO’s Cornerite is a smooth edge expanded metal lath corner reinforcement formed at a 105° angle to ensure a snug fit. This product also easily flattens for general patching. Cornerite is manufactured from steel meeting 0.016” thickness.

Ctns./Pallet

2” x 2” x 4’

125

500

2” x 2” x 8’

600

3” x 3” x 4’

300

3” x 3” x 8’

600

CEMCORNER CEMCO’s CEMCORNER is used

as an exterior corner reinforcement that has a nailing strip along both sides for faster installation and straighter corners. CEMCORNER was designed so that it is easier for Portland cement plaster to flow into the nose of the CEMCORNER. CEMCORNER is available in standard straight, straight arch, bullnose, bullnose arch, and a special bullnose-shortflange to accommodate almost every conceivable corner application.

Product

Length

Straight

8’

Straight

9’

Ft. per Carton

Ctns./Pallet

320 360

24 24

Straight

10’

400

Straight Arch

10’

400

Straight Short Flange

10’

400

Bullnose

8’

320

Bullnose

9’

360

Bullnose

10’

Bullnose Arch

10’

400 400

24 24

Bullnose Shortflange

10’

400

METAL LATH AND PLASTERING ACCESSORIES

STRIPITE CEMCO’s Stripite product is a general

purpose expanded metal lath for plaster reinforcement. Stripite is a perfect addition to doors, windows, and other areas where cracking will most likely occur. Stripite is also used as a grout stop in cement block construction.

Size

Wt./Mlf.

Ft./Ctn.

Pcs./Ctn.

Ctn./Pallet

4” x 8’

78 lbs.

600’

6” x 8’

115 lbs.

600’

#66 SHORT-FLANGE CASING BEAD CEMCO’s #66 short-flange casing bead has a short 90-degree turn at the plaster surface for a clean and neat finish at the end of a wall or when adjoining dissimilar material. This product is manufactured with a slight arch in the nailing flange to ensure a tight fit.

Size

Wt./Mlf.

Pcs./Ctn.

Length

Ft. /Ctn.

Wt./Ctn.

Ctn./Pallet

3/8”

121 lbs.

10’

300’

36 lbs.

1/2”

129 lbs

10’

300’

39 lbs.

3/4”

145 lbs.

10’

300’

44 lbs.

7/8”

153 lbs.

10’

300’

46 lbs.

1”

161 lbs.

10’

300’

48 lbs.

173 lbs.

10’

300’

52 lbs.

1-1/4”

#66 EXPANDED FLANGE CASING BEAD CEMCO’s #66 expanded flange casing bead formed to a 90° for applications at inside corners. Absorbs movement due to expansion and contraction of plastered walls. Provided with an expanded flange for proper keying and easy application.

Size

Pcs./Ctn.

Length

Ft. /Ctn.

Wt./Ctn.

Ctn./Plt.

1/4”

3/8”

10’ 10’

300’ 300’

42 lbs. 44 lbs.

42 42

1/2”

3/4”

10’ 10’

300’ 300’

44 lbs. 50 lbs.

42 42

7/8”

10’

300’

50 lbs.

1”

10’

300’

52 lbs.

1-1/4”

10’

300’

57 lbs.

#7 FOUNDATION SILL SCREED CEMCO’s No. 7 Foundation Sill Screed is commonly known as FHA Screed due to its meeting of FHA requirements. Nailed or stapled to the sill plate, it provides a straight line stucco stop. Manufactured with ½” holes, the sill screed allows for water and moisture to weep from the exterior plaster system and away from the structure.

Size

Ground

Steel Thickness Flange Size Wt./mlf (lbs) Length Pcs./Bdl. Pcs./Pallet

5 1/2”

7/8”

.019”

3-1/2”

303

10’

1000

5 1/2”

1-3/8”

.019”

3-1/2”

359

10’

500

METAL LATH AND PLASTERING ACCESSORIES

#34 SILL SCREED CEMCO’s No. 34 sill screed is like the 5-1/2” FHA sill screed, but with a rounded screed point, that sheds water away from the exterior finish.

Size

Ground (G) Steel Thickness Flange Size Wt./Mlf. Length Pcs./Bdl. Pcs./Pallet

5 1/2”

7/8”

.019”

3-1/2”

307 lbs.

10’

1000

#36 FOUNDATION SILL SCREED CEMCO’s No. 36 sill screed is like the No. 34, with a rounded screed point, but with drain/weep holes.

Size

Ground (G) Steel Thickness Flange Size Wt./Mlf. Length Pcs./Bdl. Pcs./Pallet

5 1/2”

7/8”

3-1/2”

.019”

258 lbs.

10’

1000

“J” METAL CEMCO’s “J” Metal products are manufactured in various grounds (depths) to be used with a variety of polystyrene or foam insulation boards for exterior purposes. “J” Metal also provides for a workable screed around doors and windows. CEMCO’s “J” Metal can also be ordered with holes and be used in some applications as a weep screed.

Gauge

Ground

Flange Size

Wt./Mlf.

Pcs./Bdl..

Bdl./Pallet

7/8”

1-3/8”

7/8” S.F. 1 3/4” S.F.

186 lbs. 220 lbs.

10 10

50 50

3/8”

1/2”

3-1/2” L.F. 3-1/2” L.F.

266 lbs. 275 lbs.

10 10

50 50 50

3/4”

3-1/2” L.F.

291 lbs.

7/8”

3-1/2” L.F.

299 lbs.

1-3/8”

3-1/2” L.F.

333 lbs.

Ctn./Plt.

DOUBLE “J” (#XJ-15) CONTROL JOINT CEMCO’s Double “J” (XJ-15) Control joint relieves stresses and strains in large plaster walls and ceilings. This product has expanded flanges for proper keying and easy application. Its unique design permits the plaster to key underneath the rolled edges for added adhesion while the walls expand and contract under typical conditions. The pull tape on the joint itself permits a clean finish when removed after the finish coat. CEMCO’s Double “J” Control Joint is manufactured from 26 ga. , G60 hot-dipped galvanized steel by Niles and distributed by CEMCO.

Size “Y”

Pcs./Ctn.

Length

Ft. /Ctn.

Wt./Ctn.

1/2”

240

74 lbs.

3/4”

240

80 lbs.

7/8”

240

84 lbs.

METAL LATH AND PLASTERING ACCESSORIES

DOUBLE “V” (#15) CONTROL JOINT CEMCO’s CEMCO’s Double “V” (#15) Control joint relieves stresses and strains in large plaster walls and ceilings. This inconspicuous product provides a clean and neat joint in exterior applications. This product has expanded flanges for proper keying and easy application. CEMCO’s Double “V” Control Joint is manufactured by Niles and distributed by CEMCO.

Size “Y”

Pcs./Ctn.

Length

Ft. /Ctn.

Wt./Ctn.

Ctn./Plt.

1/4”

3/8”

10 10

240 240

45 lbs. 48 lbs.

42 42

1/2”

240

66 lbs.

3/4”

240

74 lbs.

7/8”

240

83 lbs.

Size

Pcs./Ctn.

Length

Ft. /Ctn.

Wt./Ctn.

Ctn./Plt.

1/2”

240 240

66 lbs. 74 lbs.

40 40

240

83 lbs.

#30 CORNER CONTROL JOINT CEMCO’s A Double-V expansion joint formed to a 90° for applications at inside corners. Absorbs movement due to expansion and contraction of plastered walls. Provided with an expanded flange for proper keying and easy application. #30 is manufactured from 26 ga. hot-dipped galvanized steel.

3/4”

10 10

7/8”

#093 ZINC CONTROL JOINT CEMCO’s 093 true-zinc control joint is perfect for interior high-end plaster applications, allowing for controlled expansion of the ceiling or wall finish. Made from high quality 26 ga. zinc, and formed to exacting tolerances, the .093 bead has a tape protected expansion trough to provide for crisp and clean finishes in both plaster and veneer finishes. CEMCO’s .093 control joint is manufactured by Niles Corporation.

Length

Pcs./Ctn.

Ft. /Ctn.

Wt./Ctn.

Ctn./Plt.

10’

250

27 lbs.

PATCHES Patches are a recent development by CEMCO based on a timeless use of 2.5 diamond lath, but manufactured in strips or ‘patches’ to be used over door and window corners to greatly reduce cracking, by reinforcing stress areas. Patches can also be used as grout stop in masonry applications.

CEMCO’s

Patch Size

Pcs./Ctn.

Ctns./Pallet

6” x 18”

200

GO GREEN WITH CEMCO California Expanded Metal Products Co. is proud to be amember of the U.S. Green Building Council and support it’s Leed Program, which aims to improve environmental and economic performance of commercial and residential buildings. LEED (Leadership in Energy & Environmental Design) certifies buildings that meet the standards utilizing energy, environmental design and products, as defined in the LEED rating system. The use of Cemco products can help projects accumulate points in specific categories, including Recycled Content and Local/Regional Materials.

RECYCLED CONTENT Recycled steel content used in the fabrication of CEMCO cold-formed-steel products are in compliance with the Requirement for Environmental and Recycled Content Materials. CEMCO steel suppliers have indicated that their steel contains 30% to 35% recycled steel. The steel products are manufactured from steel consisting of the following contents. 35% Recycled Steel 19.8% Post-Consumer  14.4% Pre-Consumer  

For more information on USGBC and LEED CErtification, logon to:

LOCAL/REGIONAL MATERIALS

www.cemcosteel.com

CEMCO serves the Western United States through it’s primary locations in the City of Industry and Pittsburg, Calif., Denver, Colo. and Ft. Worth, TX.

800.775.2362 WWW.CEMCOSTEEL.COM

Corporate Headquarters & Main Manufacturing Facility

Northern California Manufacturing Facility

Denver Colorado Manufacturing Facility

Ft. Worth Manufacturing Facility

263 North Covina Lane City of Industry, CA 91744

1001-A Pittsburg Antioch Hwy Pittsburg, CA 94565

490 Osage Street Denver, CO 80204

8600 Will Rogers Boulevard Fort Worth, TX 76140

Phone: 800.775.2362 Fax: 626.330.7598

Phone: 925.473.9340 Fax: 925.473.9341

Phone: 303.572.3626 Fax: 303.572.3627

Phone: 817.568.1525 Fax: 817.568.2759

W AT E R

M A N A G E M E N T

P R O D U C T S

w w w. c e m c o s t e e l . c o m ALSO AVAILABLE IN

G D A E I

B H

C A #15 Solid Leg*

F #9 Transition Control Joint*

B M-Slide Expansion Jointâ&#x201E;˘*

G #6 Drip Head

C J-Series Casing Bead

H #17 Base Flashing*

D #3 Flashing Screed*

I #7 Extended*

E #12 Soffit Drip Edge

* PATENT PENDING

The need for water management in stucco assemblies has become a major concern among contractors and architects. Cemco has decided to take an active role in assisting the construction industry by introducing water management stucco accessories. Each new accessory will have a dual function. First as a stucco ground to maintain the proper thickness and second as a flashing to divert water away from the water resistant barrier this was achieved by extending the width of the attachment leg and removing the perforated nailing holes.

Cemco will also address the issue of stucco accessory corrosion resistance by manufacturing the water management accessories in 25 ga. materials with a G-90 galvanized coating. When the Cemco water management line of accessories is completed in late â&#x20AC;&#x2122;07 there will be 9 new products to choose from. Each new product will come with an illustration describing the most common usage for commercial and residential construction.

A L S O AVA I L A B L E I N

MADE IN AMERICA *The illustrations within this brochure are intended to show the use of the product and are not to be used for technical application.

#15 Solid Leg USAGE: One-piece horizontal control joint that provides a drainage point in the stucco assembly.

PATENT PENDING

Dimensions and Specification Sheets can be downloaded at www.cemcosteel.com

M-Slide Expansion Joint â&#x201E;˘ USAGE: Two-piece expansion joint provides exceptional movement and water management capabilities.

Dimensions and Specification Sheets can be downloaded at www.cemcosteel.com

PATENT PENDING

J-Series Casing Bead

USAGE: Non-perforated to enable casing bead to have flashing capabilities available in 36 different size options.

Dimensions and Specification Sheets can be downloaded at www.cemcosteel.com

#3 Flashing Screed

USAGE: One-piece Z-flashing weep screed combination for application at window head.

Dimensions and Specification Sheets can be downloaded at www.cemcosteel.com

#12 Soffit Drip Edge USAGE: For application at soffits and recessed windows; provides drainage and drip edge

PATENT PENDING

Dimensions and Specification Sheets can be downloaded at www.cemcosteel.com

#9 Transition Control Joint USAGE: One-piece drainage accessory for application at substrate transitions between masonry and framed walls.

Dimensions and Specification Sheets can be downloaded at www.cemcosteel.com

PATENT PENDING

#6 Drip Head USAGE: For application above vents and doors; water can weep out of the slope leg and solid return leg used for sealant application.

Dimensions and Specification Sheets can be downloaded at www.cemcosteel.com

#17 Base Flashing USAGE: One-piece flashing weep screed for applications at decks were flashing is needed to protect waterproof membrane.

PATENT PENDING

Dimensions and Specification Sheets can be downloaded at www.cemcosteel.com

#7 Extended USAGE: One-piece flashing weep screed for applications at decks were flashing is needed to protect waterproof membrane.

Dimensions and Specification Sheets can be downloaded at www.cemcosteel.com

PATENT PENDING

California Expanded Metal Products Co. is proud to be a member of the U.S. Green Building Council and support its LEED program, which aims to improve environmental and economic performance of commercial and residential buildings. LEED (Leadership in Energy & Environmental Design) certifies buildings that meet the standards utilizing energy, environmental de sign and products, as defined in the LEED rating system. The use of CEMCO products can help projects accumulate points in specific categories, including Recycled Content and Local/Regional Materials.

Recycled Content Recycled steel content used in the fabric ation of CEMCO cold-formed-steel products are in compliance with the Requirem ent for Environmental and Recycled Content Materials. CEMCO steel suppliers have indicated that their steel contains 25% to 35% recycled steel. The steel products are manufactured from steel consisting of the following contents: • 32. 7% virgin • 12.8% post-consumer • 14.7% post-industrial

For more information on USGBC and LEED Certification, logon to: www.cemcosteel.com

Local/Regional Materials CEMCO serves the Western United States through its primary locations in the City of Industry and Pittsburg, Calif., and Denver, Colo.

800.775.2362 w w w. c e m c o s t e e l . c o m Corporate Headquarters & Main Manufacturing Facility

Northern California Manufacturing Facility

Denver Colorado Manufacturing Facility

263 North Covina Lane City of Industry, CA 91744

1001-A Pittsburg Antioch Hwy Pittsburg, CA 94565

490 Osage Street Denver, CO 80204

Phone: 800.775.2362 Fax: 626.330.7598

Phone: 925.473.9340 Fax: 925.473.9341

Phone: 303.572.3626 Fax: 303.572.3627

TRACK 1000

FIRE MANAGEMENT PRODUCTS

TECHNICAL PRODUCT GUIDE www.cemcosteel.com Effective September 1, 2014

FAS TRACK 1000™ ARCHITECT SPECIFIED CONTRACTOR PREFERRED

SEISMIC REQUIREMENTS

RE-THINK FIRE CAULKING: FAS Track 1000 requires NO fire sealant or fire spray when used on solid concrete construction or when used with spray applied fireproofing at fluted pan decks for 1 and 2 hour fire rated walls. FAS Track costs up to 25% LESS than other brands claiming the same type of fire/acoustical/sound abatement. With FAS Track 1000 you are guaranteed that once installed the intumescent tape will not wear off, tear off, or fall off, making it the most reliable intumescent track on the market. On fluted deck applications mineral wool can be replaced with spray applied fireproofing, this assembly will not require any additional fire spray or fire caulking

CODE COMPLIANCE FAS Track 1000 meets current building codes and its unique profile design provides industry solutions for meeting deflection requirements where other materials or systems are restricted by design, compressibility, elasticity, or bond strength characteristics. FAS Track 1000 has no restrictions providing 100% unencumbered movement. FAS Track 1000 has been tested for compliance with Section 713.3 of the 2009 and 2012 IBC and 2010 CBC and is listed with UL Underwriters Laboratories in accordance with: n

UL 2079: Tests for Fire Resistance of Building Joint Systems.

ASTM E 1966: Standard Test Method of Fire Tests of Firestop Systems.

ULC S115-M95: Standard Method of Fire Tests of Firestop Systems.

ICC-ESR 2012 *Pending

ASTM E-119 Standard Test Methods for Fire Tests of Building Construction and Materials Sound tested in accordance to ASTM E90-09

FAS Track 1000 is approved for Class III cycling requirements, 500 cycles at 30 cycles per minute,meeting seismic building codes requirements. The class III movement provides design advantages over mastic reliant systems which are currently limited to class II (wind sway) capabilities of 500 cycles at 10 cycles per minute.

AIR LEAKAGE RATING Air leakage tests conducted for compliance with Section 713.6 of the 2009 and 2012 IBC and 2010 CBC are witnessed by UL on conditions using FAS Track as the joint treatment established L-Ratings of less than 1 CFM per lineal foot. Any rating below 1 CFM is also considered the best possible L-Rating. This is achieved with the FAS Track 1000 profile which provides a consistent seal against the drywall.

TECHNICAL ASSISTANCE

For technical questions and assistance please call 1.800.775.2362 or 1.800.416.2278. Email dpilz@cemcosteel.com or visit our website at www.cemcosteel.com

SOUND BENEFITS: Whether the protection you need is Fire, Air (Smoke), or Sound FAS Track 1000 is all the protection you need in one easy application. Sound tests were performed at Western Electro-Acoustic Laboratory in Southern California to prove that the FAS Track 1000 profile will maintain maximum STC ratings without secondary acoustic sealant applications. In fact several sound tests were conducted with a ½” to ¾” open joint at the head-of-wall and with a sealed head-of-wall joint on the same wall assembly. Both open and closed joints rendered the exact same STC rating proving that no sound is lost through the open head of wall joint. Sound tests were also conducted on a 2-1/2” wide stud double wall a.k.a. plumbing-wall or chase-wall with a single layer on both sides rendered an STC rating of 60. Adding one layer to only one side of the double wall increased the STC rating to 63. The UBC requires Sound Transmission Class (STC) ratings and Impact Insulation Class (IIC) ratings for dwelling units, which include hotels, motels, apartments, condominiums, dormitories, and monasteries to be at a minimum 50 STC or IIC rating. Sound ratings can be greatly reduced through sound flanking paths. To reduce flanking paths drywall should be sealed tight to the framing member around the perimeter.

FAS TRACK 1000 DETAILS ¾” JOINT PROTECTION FOR 1* AND 2 HOUR FIRE RATED WALLS

FAS Track 1000 DL / FAS Track 1000 (BT)

FAS Track 1000

US Patent 8,640,415 B2 “A” Track Member Width Flange Size Length Steel Thickness (inch) (ft) mils (inch) (gauge)

2 ½, 3 5/8, 4, 6 and 8

2”

33 (20) 43 (18) 54 (16)

US Patent 8,640,415 B2 US Patent # 8,640,415,B2 “A” Track Member Width (inch)

2 ½, 3 5/8, 4,6 and 8

Flange Size Length Steel Thickness (inch) (ft) mils (gauge)

1 ¼”

“A” Track Member Width (inch)

30 (20) 43 (18) 54 (16)

2 ½, 3 5/8, 4, 6 and 8

Length (ft)

Steel Thickness mils (gauge)

2 ¾”

20, 18, 16

WW-D-0104

BW-S-0024

CEMCO FAS TRACK DL 1000

5/8" TYPE "X" DRYWALL

METAL STUD BY DESIGN

DRYWALL SCREW 1" LOWER THAN TRACK LEG

Flange Size (inch)

CONCRETE

CEMCO FAS TRACK 1000BT

#8 x 1/2" FRAMING SCREW 1 2" JOINT PROTECTION

TYPICAL STEEL FASTENERS BY DESIGN

  

TYPICAL STEEL FASTENERS BY DESIGN

CONCRETE SLAB

Bottom of Wall Static Joint Assembly Rating 2 Hour

 

DRYWALL SCREW

Vertical Wall Tie Into Concrete Slab Assembly Rating 2 Hour

HW-D-0624 (Option 1)

HW-D-0554 CHASE WALL CONCRETE SLAB

CONCRETE SLAB TYPICAL STEEL FASTENERS BY DESIGN

3/4" JOINT PROTECTION

CEMCO FAS TRACK 1000 (TAPE ON FINISH SIDE ONLY)

#8 x 1/2" FRAMING SCREW FAS TRACK 1000

#8 x 1/2" FRAMING SCREW DRYWALL SCREW 1" LOWER THAN TRACK LEG

DRYWALL SCREW 1" LOWER THAN TRACK LEG

5/8" TYPE "X" DRYWALL

METAL STUD SPACING BY DESIGN

 

Standard Chase Wall, Concrete Slab Assembly Rating 2 Hour

*Single Layer of 5/8” type “X” Gypsum Panel For 1 Hour Fire Rating

METAL STUD BY DESIGN

 

Concrete Slab Assembly Rating 2 Hour

FAS J-TRACK (SHAFT WALL) ¾” JOINT PROTECTION FOR 1* AND 2 HOUR FIRE RATED WALLS Additional joint systems can be found @ www.cemcosteel.com

HW-D-0653

FAS J-Track

CONCRETE SLAB OR FLUTED METAL DECK WITH CONCRETE FILL

MINERAL WOOL OR SPRAY FIREPROOFING

STEEL BEAM STRUCTURAL FIREPROOFING (THICKNESS BY OTHERS)

3 8" NOMINAL GAP (3 4" JOINT PROTECTION)

US Patent #8,640,415 B2

EXPANDED METAL LATH

1/2" x 20 GA. Z-BAR OR 16 GA. CRC @ 16" O.C.

CEMCO FAS J-TRACK MINERAL WOOL

“A” Track Member Width (inch) 2 ½, 4, and 6

Flange Size (inch) 1 ½” short leg 2 ½” long leg

Length (ft)

Steel Thickness mils (gauge)

33 20

5/8" TYPE "X" DRYWALL 1" SHAFT LINER CH STUD

 

Additional UL Joint System for FAS J-Track can be found at www.cemcosteel.com



Standard Shaft Wall, Parallel & Cantilever Under Beam Assembly Rating 2 Hours

HW-D-0525 (2)

HW-D-0525 WITH CONCRETE FILL

TYPICAL STEEL FASTENERS BY DESIGN

MINERAL WOOL

FLUTED METAL DECK WITH CONCRETE FILL

SPRAY FIREPROOFING

MINERAL WOOL 3

8" NOMINAL GAP (3 4" JOINT PROTECTION)

CEMCO FAS J-TRACK

CEMCO FAS J-TRACK 5/8" TYPE "X" DRYWALL

5/8" TYPE "X" DRYWALL

1" SHAFT LINER

CH STUD

 

Shaft Wall, Perpendicular To Fluted Deck Assembly Rating 2 Hours

 

Shaft Wall, Perpendicular To Fluted Deck Assembly Rating 2 Hours

HW-D-0625

HW-D-0622

CONCRETE SLAB

CONCRETE SLAB OR FLUTED METAL DECK WITH CONCRETE FILL

MINERAL WOOL OR SPRAY FIREPROOFING

JOINT PROTECTION CEMCO FAS J- TRACK MINERAL WOOL

STEEL BEAM STRUCTURAL STEEL FIREPROOFING (THICKNESS BY OTHERS)

3 8" NOMINAL GAP (3 4" JOINT PROTECTION)

5/8" TYPE "X" DRYWALL

1/2" x 20 GA. Z-BAR OR 16 GA. CRC @ 16" O.C.

CEMCO FAS J-TRACK MINERAL WOOL 5/8" TYPE "X" DRYWALL 1" SHAFT LINER CH STUD

 

Shaft Wall, Directly Under Beam Assembly Rating 2 Hours

*Single Layer of 5/8” type “X” Gypsum Panel For 1 Hour Fire Rating

 

Shaft Wall, Concrete Slab Assembly Rating 2 Hours

1" SHAFT LINER

FAS Track 1000 Fluted Deck Details For 1* And 2 Hour Fire Rated Walls Additional joint systems can be found @ www.cemcosteel.com

HW-D-0514

HW-D-0620 WITH CONCRETE

CONCRETE DECK

SPRAY FIREPROOFING

3 8" NOMINAL GAP (3 4" JOINT PROTECTION)

CEMCO FAS TRACK 1000

3/4" JOINT PROTECTION

#8 x 1/2" FRAMING SCREW

CEMCO FAS TRACK 1000

DRYWALL SCREW 1" LOWER THAN TRACK LEG

#8 x 1/2" FRAMING SCREW

METAL STUD BY DESIGN

DRYWALL SCREW 1" LOWER THAN TRACK LEG

5/8" TYPE "X" DRYWALL

SPACING BY DESIGN

 

Standard Wall, Perpendicular To Fluted Deck Assembly Rating 2 Hour

 

Standard Wall, Parallel And Directly Under Fluted Deck Assembly Rating 2 Hour

HW-D-0550

HW-D-0620 (2) CONCRETE DECK

FASTENERS BY DESIGN

CONCRETE SLAB

MINERAL WOOL OPEN WEB TRUSS OR JOIST 5

8" TYPE "C" GYPSUM WALLBOARD

3/4" JOINT PROTECTION

3 8" NOMINAL GAP (3 4" JOINT PROTECTION)

#8 x 1/2" FRAMING SCREW

FURRING CHANNEL @ 24" O.C.

CEMCO FAS TRACK 1000

#8 x 1/2" FRAMING SCREW

CEMCO FAST RACK 1000 DRYWALL SCREW 1" LOWER THAN TRACK LEG

DRYWALL SCREW 1" LOWER THAN TRACK LEG

METAL STUD BY DESIGN

5/8" TYPE "X" DRYWALL

METAL STUD SPACING BY DESIGN

 

Standard Wall, Parallel & Offset Under Fluted Deck Assembly Rating 2 Hour

 

HW-D-0652

HW-D-0518 TYPICAL STEEL FASTENERS BY DESIGN MINERAL WOOL

3/4" JOINT PROTECTION #8 x 1/2" FRAMING SCREW

Standard Wall, Gypsum Wallboard Ceiling Assembly Rating 2 Hour

FLUTED METAL DECK WITH CONCRETE FILL

FIREPROOFING OR MINERAL WOOL

CEMCO FAS TRACK 1000 STEEL BEAM

DRYWALL SCREW 1" LOWER THAN TRACK LEG METAL STUD BY DESIGN

TYPICAL STEEL FASTENERS BY DESIGN

STRUCTURAL STEEL FIREPROOFING (THICKNESS BY OTHERS)

1/2" x 20 GA. Z-BAR OR 16 GA. CRC BY DESIGN

3.4 EXPANDED RIB LATH 3/4" JOINT PROTECTION

5/8" TYPE "X" DRYWALL CEMCO FAS TRACK 1000

#8 x 1/2" FRAMING SCREW

DRYWALL SCREW 1" LOWER THAN TRACK LEG

METAL STUD BY DESIGN 5/8" TYPE "X" DRYWALL

 

Standard Wall, Perpendicular To Fluted Deck Assembly rating 2 Hours

*Single Layer of 5/8” type “X” Gypsum Panel For 1 Hour Fire Rating

 

Standard Wall, Cantilevered Under Beam Assembly Rating 2 Hour

FAS Track 1000 Fluted Deck Details For 1* and 2 Hour Fire Ratings Additional joint systems can be found @ www.cemcosteel.com

FAS STRAP

HW-D-0524 MIN. #6 FRAMING SCREW BY DESIGN FILLED WITH CONCRETE FLUTED METAL DECK

3/4" JOINT PROTECTION #8 x 1/2" FRAMING SCREW

CEMCO FAS STRAP

1/2" to 1 1/4" intumescent strip

TYPICAL STEEL FASTENERS BY DESIGN

CEMCO FAS TRACK 1000

10 3/6"

DRYWALL SCREW 1" LOWER THAN TRACK LEG METAL STUD BY DESIGN 5/8" TYPE "X" DRYWALL

 

Standard Wall, Parallel & Directly Under Deck Flute Assembly Rating 2 Hours

HW-D-0553

HW-D-0551 FLUTED METAL DECK WITH CONCRETE FILL

MINERAL WOOL

FLUTED METAL DECK WITH CONCRETE FILL

FIRE PROOFING OR MINERAL WOOL

3/4" JOINT PROTECTION STEEL BEAM TYPICAL STEEL FASTENERS BY DESIGN

1/2" x 20 GA. Z-BAR OR 16 GA. CRC BY DESIGN.

DRYWALL SCREW 1" LOWER THAN TRACK LEG

 

#8 x 1/2" FRAMING

DRYWALL SCREW 1" LOWER THAN TRACK LEG

5/8" TYPE "X" DRYWALL

STRUCTURAL STEEL FIREPROOFING (THICKNESS BY OTHERS)

3/4" JOINT PROTECTION CEMCO FAS TRACK 1000

#8 x 1/2" FRAMING SCREW

METAL STUD SPACING BY DESIGN

METAL STUD BY DESIGN 5/8" TYPE "X" DRYWALL

Standard Wall, Centered Directly Under Beam Assembly Rating 2 Hours

 

Standard Chase Wall, Perpendicular To Fluted Deck Assembly Rating 2 Hours

HW-D-0623 I-Beam Penetration at Shaft Wall

HW-D-0573 CEMCO FAS TRACK 1000

DRYWALL CUT AROUND I-BEAM WITH 2" GAP

MINERAL WOOL STUFFED BETWEEN FRAMING AND FIREPROOFING 50% COMPRESSED I-BEAM

CEMCO FAS J-TRACK

DRYWALL CUT AROUND I-BEAM WITH 2" GAP

METAL STUD (2) LAYERS DRYWALL

CEMCO FAS TRACK 1000

Z-CLIP

 

Standard Wall, @ Fluted Deck Beam Penetration Assembly Rating 2 Hours

*Single Layer of 5/8” type “X” Gypsum Panel For 1 Hour Fire Rating

MINERAL WOOL STUFFED BETWEEN FRAMING AND FIREPROOFING 50% COMPRESSED I-BEAM CH STUD

(2) LAYERS DRYWALL

Z-CLIP 3 8" NOMINAL GAP (3 4" JOINT PROTECTION)

SCREW

CEMCO FAS TRACK 1000 (TAPE ON FINISH SIDE ONLY)

8" NOMINAL GAP (3 4" JOINT PROTECTION)

 

Shaft Wall, @ Fluted Deck Beam Penetration Assembly Rating 2 Hours

CEMCO FAS J-TRACK

The Innovators of Quality Framing and Lath Systems

CEMCO FAS 093X Specification Sheet



N0 Fire Sealant



No Drywall Rips



NO Mineral Wool



1 and 2 hour Fire Ratings



Single Step Application

US Patent 8,671,632

CEMCO’s FAS-093X Fire Rated control joint is a composite control joint with intumescent tape factory applied to the back side of the control joint. The FAS-093X has been tested according to UL-2079 “Test For Fire Resistance of Building Joint Systems” and is used to relieve stresses of expansion and contraction of drywall interior partitions or ceilings running in a horizontal or vertical direction. The opening is protected by an orange plastic tape to indicate the fire rating. This tape is removed after joint compound has been applied and the finish is completed. The section is fabricated from hot-dipped galvanized steel complying with ASTM A653, and ASTM A1003 Grade 33 Type H for 33 Ksi yield strength steel 13 mil thickness.

CALIFORNIA EXPANDED METAL LATH PRODUCTS CO. Corporate Headquarters: 263 North Covina Lane City of Industry, CA 91744 Phone: 800.775.2362 Fax: 626.330.7598

1001-A Pittsburg Antioch Hwy Pittsburg, CA 94565 Phone: 925.473.9340 Fax: 925.473.9341

490 Osage Street Denver, CO 80204 Phone: 303.572.3626 Fax: 303.572.3627

8600 Will Rogers Blvd Ft. Worth, TX 76140 Phone: 817.568.1525 Fax: 817.568.2759

FAS TRACK’S ENVIRONMENTAL BENEFITS AND LEED CONTRIBUTIONS FAS Track™ represents an environmental advancement for interior partition construction. Its resilient intumescent layer of Blaze Seal makes it a one-piece solution to acoustical and fire resistive head assemblies. FAS Track’s partition head assembly eliminates most bridging, elastomeric sealants, mineral wool, and the need to cut drywall to fit the flutes of decking. FAS Track reduces scraps and waste and often does not require any sealant to be applied to the head of wall joint. Resources are saved, and indoor air quality is improved.

EQ 4.1 LOW-EMITTING MATERIALS – ADHESIVES AND SEALANTS: FAS Track’s intumescent fire-resistive seal is a solid, factory-applied layer, so it is not required to comply with the Adhesives and Sealants VOC limits. Moreover, because BlazeSeal provides all the fire protection required for many partitions, no spray-applied smoke seals or elastomeric fire-resistive sealants are required, so their VOC contributions are eliminated.

FAS Track contributes to a number of LEED credits in the 2009 New Construction, Core and Shell, Commercial Interiors, and Schools rating systems.

IEQ 4.6 LOW-EMITTING MATERIALS – CEILING AND WALL SYSTEMS (LEED FOR SCHOOLS): This credit does not apply to FAS Track. Only the gypsum board and the wall coverings are required to be tested.

RESOURCE CONSERVATION: Because even very short pieces of FAS Track are used in construction, very little is wasted. Scraps as small as 16 inches are often retained. The metal portion of smaller scraps can be recycled, once the BlazeSeal is peeled off by hand. For projects with high targets for MR 2 Construction Waste Management, this method of recycling FAS Track scraps will contribute to this credit. MR CREDIT 4 RECYCLED CONTENT: Like all of CEMCO’s framing products, FAS Track contributes 32.7% recycled content to this credit. IEQ 3.2 INDOOR AIR QUALITY MANAGEMENT PLAN – BEFORE OCCUPANCY: If the Air Testing option is selected by the project team, FAS Track is a valuable player in achieving this credit. FAS Track eliminates the need for spray-applied smoke seal and elastomeric fire sealant. It also can take the place of acoustical sealant in some assemblies. With no solvents and very low VOC content, FAS Track significantly reduces indoor air pollution. The Air Testing option is difficult to achieve, and every bit of indoor pollution that FAS Track eliminates from the project increases the chances of success.

IEQ 9 ENHANCED ACOUSTICAL PERFORMANCE (LEED FOR SCHOOLS): FAS Track improves the Sound Transmission Class (STC) of partitions, and can even eliminate the need for acoustical sealant at the head of partitions. Its resilient BlazeSeal layer helps damp sound transmission of partitions around core learning spaces and can help achieve this credit. For other LEED credit contributions, see HYPERLINK “http://www.cemcosteel.com” www. cemcosteel.com and click “LEED Certification”. If you have any questions, concerns, or clarifications, please contact our Technical Services Department at (800) 416-2278 or HYPERLINK “http://www.cemcosteel.com” www. cemcosteel.com.

Corporate Headquarters & Main Manufacturing Facility

Northern California Manufacturing Facility

Denver Colorado Manufacturing Facility

Ft. Worth Texas Manufacturing Facility

263 North Covina Lane City of Industry, CA 91744

1001-A Pittsburg Antioch Hwy Pittsburg, CA 94565

490 Osage Street Denver, CO 80204

8600 Will Rogers Blvd Ft. Worth, TX 76140

Phone: 800.775.2362 Fax: 626.330.7598

Phone: 925.473.9340 Fax: 925.473.9341

Phone: 303.572.3626 Fax: 303.572.3627

Phone: 817.568.1525 Fax: 817.568.2759

800.775.2362

WWW.CEMCOSTEEL.COM Effective September 1, 2014

MANUFACTURED BY

TECHNICAL PRODUCT GUIDE

www.cemcosteel.com

Architect Specified & Contractor Preferred CONTRACTOR PREFERRED, ARCHITECT SPECIFIED With above ceiling space at a premium most projects carefully coordinate all the MEP’s into a very limited area. With little wasted space it makes it extremely difficult to properly install the fire protection at the headof-wall and just as difficult to inspect. Therefore many head of wall conditions are not properly fire rated ultimately putting lives at risk. The DDA head-of-wall joint system allows the fire protection to be installed during the framing process before the MEP’s are installed while there is still access to the head of wall.

CODE COMPLIANCE DDA not only meets all current building code deflection requirements but it can also provide fire, smoke and sound protection for drift & lateral movement. DDA is the first of it’s kind to provide unencumbered movement in both vertical deflection and lateral drift movement in a joint system that utilizes fire spray over mineral wool on just one side of the wall. DDA has no restrictions providing 100% unencumbered movement. DDA has been tested for compliance with Section 713.3 of the 2006 and 2009 IBC and 2007 CBC and is listed with UL Underwriters Laboratories in accordance with: n n n n

UL 2079: Tests for Fire Resistance of Building Joint Systems. ASTM E 1966: Standard Test Method of Fire Tests of Firestop Systems. ULC S115-M95: Standard Method of Fire Tests of Firestop Systems. ICC ESR-2012

DDA US Patent #8,595,999 B1 (Deflection Drift Angle) is a composite steel angle with intumescent tape factory applied to the inside leg of the steel angle. The DDA is a fire-rated accessory that when combined with slotted or deep leg track will offer 2” unencumbered movement at the head-of-wall joint in accordance with UL-2079 “Test for Fire Resistance of Building Joint Systems”. The 2-1/2” outside leg marked for proper identification. The section is fabricated from minimum 0.018-inch thick hot-dipped red galvanized steel complying with ASTM A653 having minimum G-40 coating.

BENEFITS: n n

n n n n

SEISMIC REQUIREMENTS

DDA is approved for Class III cycling requirements, 500 cycles at 30 cycles per minute, meeting seismic building codes requirements. The class III movement provides design advantages over mastic reliant systems which are currently limited to class II (wind sway) capabilities of 500 cycles at 10 cycles per minute.

AIR LEAKAGE RATING Air leakage tests conducted for compliance with Section 713.6 of the 2006 IBC and 2007 CBC are witnessed by UL on conditions using DDA as the joint treatment established L-Ratings of less than 1 CFM per lineal foot. Any rating below 1 CFM is also considered the best possible L-Rating.

TECHNICAL ASSISTANCE For technical questions and assistance please call 1.800.775.2362 or email dpilz@cemcosteel.com or visit our website cemcosteel.com

The DDA provides a universal fit for any wall width, gauge, height, radius, pitched, shaft wall or standard wall Easy installation; DDA is tapped in to place over the leg of the track, the ¾” leg is friction fit between the overhead structure and the web of the header track There is no need for mechanical fasteners the DDA’s friction fit provides fire and smoke protection during both vertical and lateral drift movement The DDA comes in 10’ lengths with 10 per box up to 2” unencumbered movement with positive stud attachment DDA butt joints are over lapped When fire spray is required RectorSeal brand fire sprays are required on ONLY ONE SIDE of the wall Over 20 separate UL reports in accordance to UL2079 “Test for Fire Resistance of Building Joints” Maintains best possible LRating (smoke rating) and NO loss of STC sound ratings at headofwall joint Uses up to 75% less fire spray with the majority of the joint systems requiring no fire spray at all DDA and RectorSeal brand fire spray offer an industry best sustainable-life warranty DDA and Rectorseal brand fire sprays and sealants are 100% made in in the USA All Engineering Judgements utilizing fire spray or fire sealant are provided by RectorSeal For complete list of all UL joint system visit cemcosteel.com

Sound Benefits: Whether the protection you need is Fire, Smoke, or Sound, DDA will help you achieve your requirements. Sound tests were performed at Western ElectroAcoustic Laboratory in Southern California to prove that the DDA will maintain maximum STC ratings without secondary acoustic sealant applications. In fact several sound tests were conducted both with a ½” to ¾” open joint at the head-of-wall and with a sealed head-of-wall joint on the same wall assembly. Both open and closed joints rendered the exact same STC rating proving that nosound is lost through the open head of wall joint. Unlike fire or acoustic sealants that will crack and split with minimal movement the DDA will provide protection for the most extreme real life conditions and allow your head-of-wall joint to freely move both lateral and vertically without ever compromising the sound (STC) rating.

MANUFACTURED BY

CEMCO - Head of the class in head-of-wall design continues to lead the way in unencumbered Head-of-Wall fire protection by combining the best of intumescent/steel based products with the Life-Safety security of Rectorseal fire spray

DDA

US Patent #8,595,999

rchitect Specified & Contractor Preferre 3/4”

3/4" and 1-1/2"

Intumescent Tape 2 1/2" .018 mils 25 gauge 120"

The standard Deflection Drift Angle (DDA) is a red ¾”X2-1/2” steel/intumescent angle that will provide up to 2” unencumbered movement on the following UL reports: HW-D-0514 Perpendicular to Flutes (Spray Fireproofing Fill)

HW-D-0583 – Standard Wall Fluted Deck Perpendicular to I-Beam Penetration

HW-D-0577 – Standard Wall Perpendicular to Fluted Deck

HW-D-0584 – Shaft Wall Perpendicular to Under Fluted Deck (DDA)

HW-D-0524 – Standard Wall, Parallel & Under Fluted Deck Configurations A & B

HW-D-0524 – Shaft Wall Offset and Parallel to Under Fluted Deck Configurations A & B

HW-D-0582 – Standard Wall, Parallel to Beam Assembly Under Fluted Deck

HW-D-0622 – Shaft Wall Under Beam

HW-D-0580 – Standard Chase Wall to Fluted Deck (DDA)

HW-D-0653 – Shaft Wall Cantilever Under Beam

HW-D-0579 – Standard Wall Off Centered Under Beam

HW-D-0621 – Shaft Wall Concrete Slab Bypass

HW-D-0652 – Standard Wall Cantilevered Under Beam

HW-D-0563 – Shaft Wall Parallel to Beam at Fluted Deck

HW-D-0579 – Standard Wall Directly Under Beam/Slab Bypass at I-Beam

HW-D-0623 – Shaft Wall at Fluted Deck I-Beam Penetration

HW-D-0596 – Standard Wall at Concrete Stairwell Slab Bypass

HW-D-0576 – Concrete Deck

HW-D-0620 – Standard Wall Parallel to Fluted Deck/Directly Under Flute Configurations A & B

HW-D-0585 – Shaft Wall at Concrete Deck HW-D-0581 – Chase Wall at Concrete Deck

CEMCO DDA-1 provides 1” unencumbered movement and may be installed before or after framing studs are installed. The DDA-1 is installed on both sides of standard walls that utilize slotted track and on one of shaft wall assemblies that utilize J-Runner track. MANUFACTURED BY

DDA-1

US Patent #8,595,999

rchitect Specified & Contractor Preferre SCALE 1 : 2

.625

.250 Per Customers Specifications

1.250 .313 .059

SCALE 2 : 1 SCALE 1 : 2

DDA-1 is a RED or BLACK 5/8”X1-1/4” steel/intumescent angle that will provide 1” unencumbered movement for standard walls and shaft walls as listed on the following UL reports: HW-D-0515 – Concrete Slab

HW-D-0620 – Parallel to Flute directly Under Flute

HW-D-0518 – Perpendicular to Fluted Deck

HW-D-0652 – Cantilever Fireproofing Under Beam

HW-D-0524 – Parallel to Flute (FAS Strap)

HW-D-0557 – Concrete with Shaft-Wall

HW-D-0550 – Gypsum Wallboard Ceiling

HW-D-0525 – Perpendicular to Flute Shaft Wall

HW-D-0551 – Centered Under Beam

HW-D-0623 – Beam Penetration at Shaft Wall

HW-D-0553 – Chase Wall at Pan Deck

HW-D-0622 – Shaft Wall under I-Beam

HW-D-0554 – Chase Wall at Concrete Slab

HW-D-0653 – Shaft Wall Cantilever Under Beam

HW-D-0573 – Perpendicular I-Beam Penetration

HW-D-0556 – Parallel to Beam

All DDA-1 details and UL reports can be found at cemcosteel.com/steel-framing/head-wall/fas-track-1000-and-dda

DDA (DEFLECTION DRIFT ANGLE) FOR FLUTED PAN DECK APPLICATIONS MANUFACTURED BY

HW-D-0514

HW-D-0577 FLUTED METAL DECK WITH CONCRETE

RECTORSEAL FLAMESAFE/BIOSTOP SPRAY OVER MINERAL WOOL (1/2" OVERLAP METAL) ON ONE SIDE ONLY

MINERAL WOOL OR SPRAY FIREPROOFING

1/2" TO 1" NOMINAL GAP (2" JOINT PROTECTION)

CEMCO DEFLECTION DRIFT ANGLE - DDA (BOTH SIDES)

#8 x 1/2" FRAMING SCREW

CEMCO SLOTTED TRACK

DRYWALL SCREW 1" LOWER THAN TRACK LEG

FLUTED METAL DECK WITH CONCRETE

SPRAY FIREPROOFING

3 4" NOMINAL GAP (1 12" JOINT PROTECTION)

CEMCO DEFLECTION DRIFT ANGLE - DDA (BOTH SIDES)

#8 x 1/2" FRAMING SCREW

TRACK

DRYWALL SCREW 1" LOWER THAN TRACK LEG

METAL STUD BY DESIGN

5/8" TYPE "X" DRYWALL

HW-D-0579

HW-D-0582

MINERAL WOOL 4 PCF COMPRESSED 33% IN FLUTE OR SPRAY FIREPROOFING

CONCRETE SLAB OR FLUTED METAL DECK WITH CONCRETE FILL

CONCRETE SLAB OR FLUTED METAL DECK WITH CONCRETE FILL SPRAY FIREPROOFING

BIOSTOP SPRAY OVER MINERAL WOOL 1/2" LAP OVER METAL (ONE SIDE ONLY) CEMCO DEFLECTION DRIFT ANGLE - DDA

STEEL BEAM

CEMCO SLOTTED TRACK

1" NOMINAL GAP (2" JOINT PROTECTION) #8 x 1/2" FRAMING SCREW

STRUCTURAL FIREPROOFING (THICKNESS BY OTHERS)

DRYWALL SCREW 1" LOWER THAN TRACK LEG CEMCO METAL STUD SPACING BY DESIGN

1/2" x 20 GA. Z-BAR OR 16 GA. CRC (SPACING BY DESIGN)

STEEL BEAM STRUCTURAL FIREPROOFING (THICKNESS BY OTHERS)

1" NOMINAL GAP (2" JOINT PROTECTION)

#8 x 1/2" FRAMING SCREW CEMCO SLOTTED TRACK

5/8" TYPE "X" DRYWALL DRYWALL SCREW 1" LOWER THAN TRACK LEG

EXPANDED METAL LATH

CEMCO DEFLECTION DRIFT ANGLE - DDA (BOTH SIDES)

1/2" x 20 GA. Z-BAR OR 16 GA. CRC (SPACING BY DESIGN)

METAL STUD SPACING BY DESIGN 5/8" TYPE "X" DRYWALL

CEMCO FIRESTIK

HW-D-0596

HW-D-0652 CONCRETE SLAB OR FLUTED METAL DECK WITH CONCRETE FILL SPRAY FIREPROOFING

CONCRETE SLAB OR FLUTED METAL DECK WITH CONCRETE FILL

STEEL BEAM STRUCTURAL FIREPROOFING (THICKNESS BY OTHERS) 1/2" x 20 GA. Z-BAR OR 16 GA. CRC (SPACING BY DESIGN) 1" NOMINAL GAP (2" JOINT PROTECTION)

EXPANDED METAL LATH CEMCO DEFLECTION DRIFT ANGLE - DDA (BOTH SIDES)

#8 x 1/2" FRAMING SCREW CEMCO SLOTTED TRACK

DRYWALL SCREW 1" LOWER THAN TRACK LEG

METAL STUD SPACING BY DESIGN 5/8" TYPE "X" DRYWALL

1" NOMINAL GAP (2" JOINT PROTECTION) CEMCO DEFLECTION DRIFT ANGLE - DDA (BOTH SIDES) CEMCO SLOTTED TRACK

#8 x 1/2" FRAMING SCREW DRYWALL SCREW 1" LOWER THAN TRACK LEG METAL STUD BY DESIGN 5/8" TYPE "X" DRYWALL

DDA (DEFLECTION DRIFT ANGLE) FOR FLUTED PAN DECK APPLICATIONS MANUFACTURED BY

HW-D-0524-A FLUTED METAL DECK FILLED WITH CONCRETE

HW-D-0524-B

CEMCO FAS STRAP

PRE-FORMED MINERAL WOOL PLUG

FLUTED METAL DECK FILLED WITH CONCRETE

2" STRAP BY DESIGN 1" NOMINAL GAP (2" JOINT PROTECTION)

CEMCO SLOTTED TRACK

CEMCO DEFLECTION DRIFT ANGLE - DDA (BOTH SIDES) #8 x 1/2" FRAMING SCREW DRYWALL SCREW 1" LOWER THAN TRACK LEG METAL STUD BY DESIGN

1" NOMINAL GAP (2" JOINT PROTECTION) CEMCO SLOTTED TRACK #8 x 1/2" FRAMING SCREW DRYWALL SCREW 1" LOWER THAN TRACK LEG

RECTORSEAL FLAMESAFE/ BIOSTOP SPRAY OVER MINERAL WOOL 1/2" LAP OVER METAL (ONE SIDE ONLY) CEMCO DEFLECTION DRIFT ANGLE - DDA (BOTH SIDES) METAL STUD BY DESIGN

5/8" TYPE "X" DRYWALL

HW-D-0620-A

HW-D-0583

CONCRETE DECK

CEMCO SLOTTED TRACK WITH DDA

BIOSTOP SPRAY OVER MINERAL WOOL AND 1/2" OVERLAP ONTO DDA BEFORE DRYWALL IS INSTALLED (ONE SIDE OF WALL ONLY) DRYWALL CUT AROUND I-BEAM WITH 2" GAP

MINERAL WOOL 4 PCF COMPRESSED 50% IN FLUTE OR SPRAY FIREPROOFING I-BEAM

DDA OVER FRAMING DRYWALL

DDA OVER FRAMING

1" NOMINAL GAP (2" JOINT PROTECTION)

CEMCO DEFLECTION DRIFT ANGLE - DDA (BOTH SIDES)

CEMCO SLOTTED TRACK WITH DDA

#8 x 1/2" FRAMING SCREW CEMCO SLOTTED TRACK METAL STUD BY DESIGN 5/8" TYPE "X" DRYWALL

Z-CLIP 1" NOMINAL GAP (2" JOINT PROTECTION)

DRYWALL SCREW 1" LOWER THAN TRACK LEG

HW-D-0576

HW-D-0620-B

CONCRETE DECK

TYPICAL STEEL FASTENERS BY DESIGN

CONCRETE SLAB

MINERAL WOOL

1" NOMINAL GAP (2" JOINT PROTECTION) #8 x 1/2" FRAMING SCREW 1" NOMINAL GAP (2" JOINT PROTECTION)

CEMCO DEFLECTION DRIFT ANGLE - DDA (BOTH SIDES)

CEMCO SLOTTED TRACK #8 x 1/2" FRAMING SCREW METAL STUD BY DESIGN

CEMCO DEFLECTION DRIFT ANGLE - DDA (BOTH SIDES)

CEMCO SLOTTED TRACK DRYWALL SCREW 1" LOWER THAN TRACK LEG

METAL STUD SPACING BY DESIGN 5/8" TYPE "X" DRYWALL

5/8" TYPE "X" DRYWALL DRYWALL SCREW 1" LOWER THAN TRACK LEG

ASSEMBLY RATING: 2 HR

DDA: SHAFT WALL ASSEMBLIES: No longer are shaft wall assemblies the most difficult head-of-wall condition to protect from dynamic fire ratings. The DDA can be used with standard J-Runner track or slotted track for joints that require greater movement. The DDA provides the most economical solution for shaft wall assemblies with dynamic movement as the DDA is installed only on the finish side of wall. There is NO fire sealant required above the shaft liner. The majority of the UL head-of-wall joint systems do not require any fire spray and the DDA allows the shaft wall to be built from one side as intended

Architect Specified & Contractor Preferred

HW-D-0585

HW-D-0524 FLUTED METAL DECK WITH CONCRETE

CONCRETE SLAB

CEMCO FAS STRAP

1" NOMINAL GAP (2" JOINT PROTECTION) CEMCO SLOTTED TRACK CEMCO DEFLECTION DRIFT ANGLE - DDA 5/8" TYPE "X" DRYWALL

MINERAL WOOL

1" NOMINAL GAP (2" JOINT PROTECTION) CEMCO DEFLECTION DRIFT ANGLE - DDA

CEMCO SLOTTED TRACK

MINERAL WOOL

CH STUD

5/8" TYPE "X" DRYWALL

1" SHAFT LINER

HW-D-0653

HW-D-0622 CONCRETE SLAB OR FLUTED METAL DECK WITH CONCRETE FILL

CONCRETE SLAB OR FLUTED METAL DECK WITH CONCRETE FILL

SPRAY FIREPROOFING

STEEL BEAM CEMCO DEFLECTION DRIFT ANGLE - DDA

STEEL BEAM

CEMCO DEFLECTION DRIFT ANGLE - DDA

STRUCTURAL STEEL FIREPROOFING (THICKNESS BY OTHERS)

1" NOMINAL GAP (2" JOINT PROTECTION)

1/2" x 20 GA. Z-BAR OR 16 GA. CRC @ 16" O.C.

MINERAL WOOL

CEMCO SLOTTED TRACK

STRUCTURAL FIREPROOFING (THICKNESS BY OTHERS)

1" NOMINAL GAP (2" JOINT PROTECTION)

MINERAL WOOL

EXPANDED METAL LATH

1/2" x 20 GA. Z-BAR OR 16 GA. CRC @ 16" O.C.

CEMCO SLOTTED TRACK

5/8" TYPE "X" DRYWALL

1" SHAFT LINER

CH STUD

HW-D-0621

HW-D-0623

CEMCO SLOTTED TRACK WITH DDA

CONCRETE SLAB OR FLUTED METAL DECK WITH CONCRETE FILL

DRYWALL CUT AROUND I-BEAM WITH 2" GAP

CEMCO DEFLECTION DRIFT ANGLE-DDA 5/8" NOMINAL GAP (1 1/4" JOINT PROTECTION) MINERAL WOOL

DDA OVER FRAMING

CEMCO SLOTTED TRACK

(2) LAYERS DRYWALL Z-CLIP

CH STUD 1" SHAFT LINER

5/8" TYPE "X" DRYWALL

BIOSTOP SPRAY OVER MINERAL WOOL AND 1/2 OVERLAP ONTO DDA BEFORE DRYWALL IS INSTALLED (ONE SIDE OF WALL ONLY)

1" NOMINAL GAP (2" JOINT PROTECTION)

BETWEEN FRAMING AND FIREPROOFING 50% COMPRESSED

MINERAL WOOL STUFFED

I-BEAM CH STUD DDA OVER FRAMING CEMCO SLOTTED TRACK WITH DDA

FAS-093X

CEMCO’s FAS-093X Fire Rated control joint is a composite control joint with intumescent tape factory applied to the back side of the control joint. The FAS-093X has been tested according to UL-2079 “Test For Fire Resistance of Building Joint Systems” and is used to relieve stresses of expansion and contraction of drywall interior partitions or ceilings running in a horizontal or vertical direction. The opening is protected by an orange plastic tape to indicate the fire rating this tape is removed after joint compound has been applied and the finish is completed. The section is fabricated from hot-dipped galvanized steel complying with ASTM A653, and ASTM A1003 Grade 33 Type H for 33 Ksi yield strength steel 13 mil thickness.

Architect Specified & Contractor Preferre n

NO Drywall Rips Required

NO Fire Sealant Required

NO Mineral Wool Required

SCALE 1 : 2

R.030 1

.938 .578 1 " 4

R.030

R.030 .478

1 " 4

2.000

WW-D-0172

US Patent 8,671,632

.072 .122

SCALE 2 : 1

DDA ENVIRONMENTAL BENEFITS AND LEED CONTRIBUTION Deflection Drift Angle (DDA) represents an environmental advancement for interior

DDA contributes to a number of LEED credits in the

partition construction. Its resilient intumescent layer of Blaze Seal makes it a

2009 New Construction, Core and Shell, Commercial

one-piece solution to acoustical and fire resistive head assemblies. DDA’s partition

Interiors, and Schools rating systems. For more LEED

head assembly eliminates most bridging, elastomeric sealants, mineral wool, and the

information visit our website cemcosteel.com

need to cut drywall to fit the flutes of decking. DDA reduces scraps and waste and often does not require any sealant to be applied to the head of wall joint. Resources are saved, and indoor air quality is improved.

800.775.2362

www.cemcosteel.com

Corporate Headquarters & Main Manufacturing Facility

Northern California Manufacturing Facility

Denver Colorado Manufacturing Facility

Ft. Worth Texas Manufacturing Facility

263 North Covina Lane City of Industry, CA 91744

1001-A Pittsburg Antioch Hwy Pittsburg, CA 94565

490 Osage Street Denver, CO 80204

8600 Will Rogers Blvd Ft. Worth, TX 76140

Phone: 800.775.2362 Fax: 626.330.7598

Phone: 925.473.9340 Fax: 925.473.9341

Phone: 303.572.3626 Fax: 303.572.3627

Phone: 817.568.1525 Fax: 817.568.2759

Certified Steel Stud Association

Printed on 50% recycled 25% post窶田onsumer waste

Sure-Span速 Light Gauge Steel Floor Joist System Product Guide 2014

Sure-span® product catalog

Introduction CEMCO’s Sure-Span® steel floor joist system is a patented, tested, and approved solution for commercial, mid-rise, and residential floor framing assemblies. Sure-Span floor joists are manufactured with extralarge openings (punch-outs) to allow for mechanical, electrical, and plumbing access without damaging the structural integrity of the floor framing system commonly seen with typical c-shaped joists that require cutting of the joist to accommodate these lines. Sure-Span provides long and sturdy floor spans, along with fire-resistant and sound-reducing solutions for architects, engineers, and developers. Material Specifications for SSCJ (Joists) and SSRT (Rim-Track) All CEMCO Sure-Span products are manufactured from hot-dipped galvanized steel meeting or exceeding the following ASTM, AISI, and UL standards. • C955 (Structural Product) • C1007 (Installation) • A924/A924M (Coating) • A653/A653M (Steel) • C1003/C1003M (Steel) • AISI S100-2007: Design of Cold-Formed Steel Structural Members • UL® testing standards and UL® Certified Products and Follow-Up Service (FUS) • UL G556, G557, G559, G574, & G580 • ICC-ESR 3016 (Pending) • US Patent No. 20090064611A1 LEED® Credits for Cold-Formed Steel Framing Products: • MR 2.1 & 2.2: Waste Management (2 points) • MR 4.1 & 4.2: Recycled Content (2 points) • MR 5.1 & 5.2: Regional Materials (2 points) • SS Credit 1: Site Selection (1 point) The technical information supplied by this publication is intended ONLY to assist the professional architects and/or engineers in the selection or analysis of CEMCO Sure-Span® Cold-Formed Steel Floor Joist System, and does not replace the professional judgments of a qualified architect and/or engineer. Because physical properties vary from competitive products, information from this publication should be used ONLY with CEMCO stud and track sections. CEMCO assumes no liability for failure resulting from the use of its drawings, computations, or for failure resulting from the use of alternative materials, or improper application or installation. Although the data found herein are derived from the sources believed to be reliable, no warranty, express or implied is made to the adequacy, completeness, legality, reliability, or usefulness of any information. ALL WARRANTIES OF ANY KIND, EXPRESS OR IMPLIED, INCLUDING BUT NOT LIMITED TO THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE ARE DISCLAIMED.

CEMCO assumes no liability for failure resulting from the use of its drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This drawing is supplied solely to assist in the selection and application of CEMCO products. This drawing is generic in nature and should not be used in design or construction without an independent evaluation by a qualified Architect or Engineer of Record.

Sure-span® product catalog

Product Information for SSCJ (Joists) and SSRT (Rim Track) • Thicknesses ranging from 43 mils (18 ga.) to 97 mils (12 ga.) • SSCJ Joists are available in the following configurations: n 7-1/4”, 8”, 9-1/4”, & 11-1/4” depths with 1-3/4” flanges n 10”, 12”, & 14” depths with 2” flanges n First punch-out is located at 18” from one end, and 48” on-center after that • SSRT Rim Tracks are available in the following configurations: n 7-1/4”, 8”, 9-1/4”, 10”, 11-1/4”, 12”, & 14” depths with 2” legs n Pre-Spaced/Pre-Attached clips at 12”, 16”, 19.2”, or 24” on center n All Rim Tracks available in either 16’ or 32’ lengths only • Grades of Steel n Fy (min. yield strength) = 33 KSI 43 mils (18 ga.) — SSCJ Joists and SSRT Rim — SB Sure-Bridge clips — Corner/Utility clips n Fy (min. yield strength) = 50 KSI 54 mils (16 ga.) — SSCJ Joists and SSRT Rim — Corner/Utility clips 68 mils (14 ga.) — SSCJ Joists and SSRT Rim — Corner/Utility clips 97 mils (12 ga.) — SSCJ Joists and SSRT Rim — Corner/Utility clips

Tracks

Sure-span® product catalog

Steel Thickness mil thickness

design thickness (in.)1

minimum thickness (in.)1,2

Color code

0.0346" (0.88 mm)

0.0329" (0.84 mm)

White

0.0451" (1.15 mm)

0.0428" (1.09 mm)

Yellow

0.0566" (1.44 mm)

0.0538" (1.37 mm)

Green

0.0713" (1.81 mm)

0.0677" (1.72 mm)

Orange

0.1017" (2.58 mm)

0.0966" (2.45 mm)

Red

1. Uncoated steel thickness. Thickness is for carbon sheet steel. 2. Minimum thickness represents 95% of the design thickness and is the minimum acceptable thickness delivered to the job site, based on Section A4.3 of the AISI S100-2007.

Detail of SSCJ Punch-Outs

Punch-Out Dimensions Section

L1 (in.)

L2 (in.)

spacing between punch-outs (in.)

725SSCJ175 - XX

7–5/32

4–1/4

800SSCJ175 - XX

7–5/32

4–1/4

925SSCJ175 - XX

9–15/32

6–1/4

1000SSCJ200 - XX

9–15/32

6–1/4

1125SSCJ175 - XX

9–15/32

6–1/4

1200SSCJ200 - XX

9–1/32

1400SSCJ200 - XX

11–1/16

Sure-span速 product catalog

Detail of SSRT Tabs/Clips

Detail of SureBridging

Bridging for 1-3/4" Flange Joists Thickness (mils)

Part No.

Length

joist spacing

175SB4312

10"

12" O.C.

175SB4316

14"

16" O.C.

175SB43192

19"

19.2" O.C.

175SB4324

24"

24" O.C.

Bridging for 2" Flange Joists Thickness (mils)

Part No.

Length

joist spacing

200SB4312

9-3/4"

12" O.C.

200SB4316

13-3/4"

16" O.C.

200SB43192

16-3/4"

19.2" O.C.

200SB4324

21-3/4"

24" O.C.

Sure-spanÂŽ product catalog

Definitions of Structural Properties Symbols symbol

definition

Full Moment of Inertia about the X axis

Full Moment of Inertia about the Y axis

Full Section Modulus about the X axis

Full Section Modulus about the Y axis

RX, RY XO

Radius of Gyration about the X and Y axis, respectively Distance between Centroid and Shear Center

St. Venant Torsion Constant

Torsion Warping Constant

Polar Radius of Gyration about the Shear Center

Ă&#x;

Torsional-Flexural Constant

Cross-sectional Area at Punch-out

IXN

Moment of Inertia at Punch-out about the X axis

MALL

Fully-braced Allowable Moment for joist

VALL

Allowable shear for joist

Notes 1. The minimum yield strength, FY, is 33 ksi for 18 gauge and 50 ksi for 16, 14, and 12 gauge material. 2. Tabulated weight values are based on full section geometry. 3. Punch-out Depth = 4.25" (web depth 7.25", 8" and 9.25") = 6.25" (web depth 10" and 11.25") = 8" (web depth 12") = 10" (web depth 14") 4. F or Allowable Stress Design (ASD) method, use a factor of safety of 1.95 for both moment and shear capacities. This factor of safety is obtained from a joist test program as per AISI 2004, Chapter F. 5. Allowable moment, MALL, and shear, VALL, capacities for joists are obtained by applying factors of safety to the least nominal capacities (between full and net capacities).

structural properties and load capacities of sure-span™ joist: 7.25" to 14" web Gross Section Properties

Cw (in.6)

J x1000 (in.4)

Sy (in.3)

Sx (in.3)

Area (in2)

0.491 4.861 32.107 1.826

0.0713 2.841 0.836 6.124 0.334 1.689 0.260 2.707 0.633 -1.173 1.416 3.626 3.017 0.849

0.609 6.004 41.830 3.651

800SSCJ175-43

1.75

0.0451 1.941 0.571 5.069 0.231 1.267 0.176 2.980 0.636 -1.149 0.387 3.047 3.256 0.875

0.430 5.001 18.736 0.837

800SSCJ175-54

1.75

0.0566 2.421 0.712 6.282 0.282 1.571 0.215 2.970 0.630 -1.136 0.760 3.710 3.242 0.877

0.534 6.192 35.904 1.655

800SSCJ175-68

1.75

0.0713 3.023 0.889 7.777 0.344 1.944 0.262 2.958 0.622 -1.118 1.507 4.484 3.222 0.880

0.662 7.657 47.048 3.309

925SSCJ175-54

1.75

0.0566 2.661 0.783 8.951 0.293 1.935 0.217 3.382 0.612 -1.056 0.836 5.090 3.595 0.914

0.546 8.678 42.344 2.303

925SSCJ175-68

1.75

0.0713 3.326 0.978 11.095 0.357 2.399 0.264 3.368 0.604 -1.039 1.658 6.159 3.576 0.916

0.678 10.740 55.744 3.057

925SSCJ175-97

1.75

0.1017 4.666 1.372 15.297 0.472 3.308 0.350 3.339 0.587 -1.004 4.731 8.056 3.535 0.919

0.937 14.756 83.431 4.055

1000SSCJ200-54

2.00

0.0566 2.902 0.853 11.542 0.411 2.308 0.266 3.677 0.694 -1.196 0.911 8.211 3.929 0.907

0.503 10.527 48.155 1.324

1000SSCJ200-68

2.00

0.0713 3.629 1.067 14.327 0.502 2.865 0.324 3.664 0.686 -1.178 1.809 9.973 3.909 0.909

0.624 13.026 65.402 2.647

1000SSCJ200-97

2.00

0.1017 5.098 1.500 19.813 0.669 3.963 0.433 3.635 0.668 -1.142 5.170 13.154 3.868 0.913

0.861 17.889 91.739 7.682

1125SSCJ175-54

1.75

0.0566 3.046 0.896 14.516 0.307 2.581 0.220 4.025 0.585 - 0.952 0.957 7.842 4.177 0.948

0.546 13.502 52.327 1.177

1125SSCJ175-68

1.75

0.0713 3.811 1.121 18.023 0.373 3.204 0.268 4.010 0.577 - 0.935 1.899 9.500 4.158 0.949

0.678 16.722 69.655 2.353

1125SSCJ175-97

1.75

0.1017 5.358 1.576 24.935 0.494 4.433 0.355 3.978 0.560 - 0.902 5.433 12.459 4.117 0.952

0.937 23.010 104.893 6.828

1200SSCJ200-54

2.00

0.0566 3.287 0.967 18.062 0.429 3.010 0.269 4.323 0.666 -1.087 1.032 12.315 4.507 0.942

0.521 15.890 58.612 1.103

1200SSCJ200-68

2.00

0.0713 4.114 1.210 22.452 0.524 3.742 0.328 4.308 0.658 -1.070 2.050 14.973 4.487 0.943

0.647 19.679 80.176 2.206

1200SSCJ200-97

2.00

0.1017 5.790 1.703 31.140 0.699 5.190 0.438 4.276 0.641 -1.036 5.871 19.795 4.446 0.946

0.893 27.077 115.710 6.401

1400SSCJ200-68

2.00

0.0713 4.599 1.353 32.997 0.541 4.714 0.331 4.939 0.632 - 0.981 2.292 21.157 5.075 0.963

0.647 27.424 94.916 1.891

1400SSCJ200-97

2.00

0.1017 6.481 1.906 45.872 0.721 6.553 0.442 4.905 0.615 - 0.948 6.572 28.014 5.034 0.965

0.893 37.758 138.310 5.487

Vall (k)

0.0566 2.276 0.670 4.951 0.275 1.366 0.214 2.719 0.641 -1.190 0.715 3.003 3.037 0.846

An (in2)

1.75

725SSCJ175-68

Ro (in.)

725SSCJ175-54

Xo (in.)

0.396 3.930 16.769 0.924

Ry (in.)

0.0451 1.826 0.537 3.998 0.225 1.103 0.175 2.728 0.647 -1.204 0.364 2.468 3.051 0.844

Rx (in.)

Iy (in.4)

1.75

Ix (in.4)

Gauge

725SSCJ175-43

t (in.)

w (in.)

Weight (plf)

Torsional Properties

Section Designation

M all (k-in.)

Net Section Capacities Properties Ixn (in.4)

Dimensions

7.25" Depth

8.00" Depth

9.25" Depth

10.00" Depth

11.25" Depth

12.00" Depth

14.00" Depth

Notations

Notes

Ix Iy Sx Sy Rx, Ry Xo J Cw Ro ß An Ixn M all Vall

1. The yield strength, Fy, is 33 ksi for 18 gauge and 50 ksi for 16, 14, and 12 gauge material.

Full Moment of Inertia about the X axis Full Moment of Inertia about the Y axis Full Section Modulus about the X axis Full Section Modulus about the Y axis Radius of Gyration about the X and Y axis, respectively Distance between Centroid and Shear Center St. Venant Torsion Constant Torsional Warping Constant Polar Radius of Gyration about the Shear Center Torsional-Flexural Constant Cross-sectional Area at Punch-out Moment of Inertia at Punch-out about the X axis Fully-braced Allowable Moment for Joist Allowable Shear for joist

2. Tabulated weight values are based on full section geometry. 3. Punch-out Depth = 14.25" (web depth 7.25", 8"and 9.25") 16.25" (web depth 10" and 11.25") 18.00" (web depth 12") 10.00" (web depth 14") 4. For Allowable Stress Design (ASD) method, use a factor of safety of 1.95 for both moment and shear capacities. This factor of safety is obtained from a joist test program as per AISI 2004, Chapter F. 5. Allowable moment, Mall, and shear, Vall, capacities for joists are obtained by applying factors of safety to the least nominal capacities (between full and net section capacities).

structural properties and load capacities of sure-span™ rim track

Dimensions

Gross Section Properties

Capacities

M all (k-in.)

Vall (k) 2.279

725SSRT20068

37.739

4.584

800SSRT200-43

8.09

0.0451 1.816 0.538 4.784 0.175 1.183 0.498 2.983 0.570 -0.924 0.365 2.057 3.175 0.915

13.234

1.039

800SSRT20054

8.11

0.0566 2.277 0.674 5.999 0.217 1.479 0.613 2.985 0.568 -0.921 0.719 2.562 3.174 0.916

25.819

2.061

800SSRT200-68

8.14

0.0713 2.862 0.847 7.543 0.271 1.853 0.752 2.984 0.566 -0.918 1.435 3.195 3.173 0.916

38.678

4.143

925SSRT200-54

9.36

0.0566 2.517 0.744 8.515 0.224 1.819 0.692 3.382 0.549 -0.855 0.795 3.590 3.531 0.941

30.295

1.777

925SSRT20068

9.39

0.0713 3.165 0.936 10.706 0.280 2.280 0.848 3.382 0.547 -0.852 1.586 4.476 3.530 0.942

45.672

3.569

925SSRT200-97

9.45

0.1017 4.497 1.330 15.208 0.390 3.217 1.142 3.382 0.542 -0.845 4.585 6.243 3.528 0.943

82.437

10.464

1000SSRT200-54 10.11

0.0566 2.657 0.787 10.301 0.228 2.037 0.740 3.618 0.538 -0.820 0.840 4.300 3.749 0.952

32.982

1.641

1000SSRT200-68 10.14

0.0713 3.341 0.989 12.950 0.284 2.554 0.905 3.618 0.536 -0.816 1.677 5.361 3.747 0.953

49.873

3.296

1000SSRT200-97 10.20

0.1017 4.749 1.406 18.393 0.397 3.605 1.217 3.617 0.531 -0.810 4.848 7.479 3.744 0.953

90.696

9.655

Ro (in.)

26.150

0.0713 2.681 0.793 5.968 0.265 1.615 0.693 2.743 0.578 -0.964 1.345 2.540 2.964 0.894

Cw (in.6)

0.0566 2.132 0.631 4.745 0.213 1.289 0.564 2.742 0.580 -0.967 0.674 2.038 2.965 0.894

J x1000 (in.4)

7.39

Xo (in.)

7.36

Ry (in.)

725SSRT200-54

Rx (in.)

1.148

Sy (in.3)

13.292

Sx (in.3)

0.0451 1.701 0.504 3.784 0.171 1.031 0.458 2.741 0.582 -0.970 0.342 1.635 2.965 0.893

Iy (in.4)

Ix (in.4)

7.34

Area (in2)

Gauge

725SSRT200-43

t (in.)

w (in.)

Weight (plf)

Torsional Properties

Section Designation

7.25" Depth

8.00" Depth

9.25" Depth

10.00" Depth

11.25" Depth 1125SSRT200-54

11.36

0.0566 2.897 0.858 13.774 0.233 2.424 0.817 4.008 0.521 -0.767 0.916 5.644 4.113 0.965

37.457

1.456

1125SSRT200-68

11.39

0.0713 3.644 1.079 17.316 0.290 3.040 0.998 4.007 0.519 -0.764 1.828 7.037 4.112 0.965

56.876

2.923

1125SSRT200-97

11.45

0.1017 5.180 1.533 24.593 0.405 4.294 1.338 4.005 0.514 -0.758 5.286 9.818 4.108 0.966 104.500

8.552

1200SSRT200-54 12.11

0.0566 3.041 0.900 16.177 0.236 2.671 0.864 4.239 0.512 -0.739 0.961 6.547 4.334 0.971

40.140

1.364

1200SSRT200-68 12.14

0.0713 3.825 1.132 20.336 0.294 3.350 1.054 4.238 0.509 -0.736 1.918 8.164 4.332 0.971

61.075

2.737

1200SSRT200-97

12.2

0.1017 5.439 1.609 28.881 0.410 4.733 1.409 4.236 0.505 -0.729 5.549 11.391 4.328 0.972 112.800

8.004

1400SSRT200-68 14.14

0.0713 4.309 1.275 29.986 0.301 4.241 1.197 4.850 0.486 -0.670 2.160 11.622 4.920 0.981

72.267

2.340

1400SSRT200-97 14.20

0.1017 6.129 1.813 42.587 0.421 5.997 1.593 4.847 0.482 -0.664 6.250 16.219 4.916 0.982 164.920

6.835

12.00" Depth

14.00" Depth

Notations

Notes

Ix Iy Sx Sy Rx, Ry Xo J Cw Ro ß An Ixn M all Vall

1. The yield strength, Fy, is 33 ksi for 18 gauge and 50 ksi for 16, 14, and 12 gauge material.

2. Slit Depth = 4.00” (web depth up to 9.25”) 6.00” (web depth greater than 9.25”) 3. Rim Track slits are provided according to the spacing of joist; standard spacings are 12”, 16”, 19.2”, and 24”.

joist span table: 6" min. hole offset from bearing support

10 psf Dead Load and 40 psf Live Load Joist Designation

∆ TL = L/240, ∆ LL = L/360

∆ TL = L/240, ∆ LL = L/480

Single Span • Spacing (in.) o.c.

19.2

725SSCJ175-43

14'

- 11''

12'

- 11'' 11'

9''

10'

- 6''

14'

- 11''

12'

- 11'' 11'

9''

10'

725SSCJ175-54

17'

- 6''

15'

- 11'' 15'

- 0''

13' - 11''

17'

- 6''

15'

- 11'' 15'

- 0''

13' - 11''

725SSCJ175-68

18'

- 10''

17'

- 1''

16'

- 1''

14' - 11''

18'

- 10''

17'

- 1''

16'

- 1''

14' - 11''

800SSCJ175-43

15'

- 9''

13'

- 8''

12'

- 5''

11'

- 2''

15'

- 9''

13'

- 8''

12'

- 5''

11'

- 2''

800SSCJ175-54

19'

- 0''

17'

- 3''

16'

- 2''

15'

- 1''

19'

- 0''

17'

- 3''

16'

- 2''

15'

- 1''

800SSCJ175-68

20'

- 4''

18'

- 6''

17'

- 5''

16'

- 2''

20'

- 4''

18'

- 6''

17'

- 5''

16'

- 2''

925SSCJ175-43

21'

- 4''

19'

- 5''

18'

- 3''

16' - 11''

21'

- 4''

19'

- 5''

18'

- 3''

16' - 11''

925SSCJ175-54

22'

- 11''

20'

- 10'' 19'

- 7''

18'

- 2''

22'

- 11''

20'

- 10'' 19'

- 7''

18'

- 2''

925SSCJ175-68

25'

- 6''

23'

- 2''

21' - 10'' 20'

- 3''

25'

- 6''

23'

- 2''

21' - 10'' 20'

- 3''

1000SSCJ200-54

23'

- 3''

21'

- 1''

19' - 10'' 17' - 11''

23'

- 3''

21'

- 1''

19' - 10'' 17' - 11''

1000SSCJ200-68

25'

- 0''

22'

- 8''

21'

- 4''

19' - 10''

25'

- 0''

22'

- 8''

21'

- 4''

19' - 10''

1000SSCJ200-97

27'

- 10''

25'

- 3''

23'

- 9''

22'

- 1''

27'

- 10''

25'

- 3''

23'

- 9''

22'

- 1''

1125SSCJ175-54

25'

- 1''

22'

- 9''

20' - 10'' 18'

- 8''

25'

- 1''

22'

- 9''

20' - 10'' 18'

- 8''

1125SSCJ175-68

27'

- 0''

24'

- 6''

23'

- 1''

21'

- 5''

27'

- 0''

24'

- 6''

23'

- 1''

21'

- 5''

1125SSCJ175-97

30'

- 1''

27'

- 4''

25'

- 8''

23' - 10''

30'

- 1''

27'

- 4''

25'

- 8''

23' - 10''

1200SSCJ200-54

27'

- 0''

24'

- 2''

22'

- 1''

19'

- 9''

27'

- 0''

24'

- 2''

22'

- 1''

19'

- 9''

1200SSCJ200-68

29'

- 0''

26'

- 4''

24' - 10'' 23'

- 0''

29'

- 0''

26'

- 4''

24' - 10'' 23'

- 0''

1200SSCJ200-97

32'

- 4''

29'

- 5''

27'

- 8''

25'

- 8''

32'

- 4''

29'

- 5''

27'

- 8''

25'

- 8''

1400SSCJ200-68

33'

- 0''

30'

- 0''

28'

- 1''

25'

- 1''

33'

- 0''

30'

- 0''

28'

- 1''

25'

- 1''

1400SSCJ200-97

36'

- 10''

33'

- 5''

31'

- 6''

29'

- 3''

36'

- 10''

33'

- 5''

31'

- 6''

29'

- 3''

The technical information contained in these ‘Tables’ was prepared to assist professional engineers and architects in the selection of the Sure-Span® Floor Joist System and should only be used with the guidance and judgment of such architect or engineer. Span Table Notes: 1. Spans are based on continuous lateral support of compression flange. 2. Clip angle must be attached to the hard side of joist. 3. Spans are not valid if any portion of the Sure-Span® flared hole falls over a bearing support. 4. Fy is 33 ksi for 18 gauge, 50 ksi for 16,14, and 12 gauge material. 5. The minimum bearing stud flange is 1.625”. Please consult CEMCO Design Engineer for use of smaller bearing stud flanges. 6. Recommended bridging/blocking is 8’ - 0” on the center maximum. 7. Rim Track is to have continuous bearing support along the length (i.e. top of wall installation). Please consult CEMCO Design Engineer for all other support conditions. 8. If an additional concentrated load is located at the end bearings of joist, web crippling must be checked separately.

9. 10. 11. 12. 13.

- 6''

Leading edge of first hole shall be typically 10” minimum from inside face of bearing support. TL = Total Load; LL = Live Load Applications involving multiple spans, cantilevers, concentrated loads, impact loading, and etc., should be investigated separately. Deflection and stress calculations did not consider composite action of sheathing materials. Values in ‘Tables’ are subject to change contingent upon authorized national/international evaluating agency’s approval.

The data contained in this CEMCO publication is intended to be informative and only as a design aid. It should be used as a technical guideline only and does not replace the judgment and design intent of a qualified Architect and/or Engineer. Because physical properties vary from competitive products, information from this Publication should be used only with CEMCO stud and track sections. CEMCO assumes no liability for failure resulting from the use of its drawings, computations, or for failure resulting from the use of alternative materials, or improper application or installation.

joist span table: 6" min. hole offset from bearing support

15 psf Dead Load and 125 psf Live Load Joist Designation

∆ TL = L/240, ∆ LL = L/360

∆ TL = L/240, ∆ LL = L/480

Single Span • Spacing (in.) o.c.

19.2

725SSCJ175-43

- 11''

- 8''

- 0''

- 3''

- 11''

- 8''

- 0''

- 3''

725SSCJ175-54

12'

- 0''

10'

- 8''

- 9''

- 8''

10'

- 10''

- 3''

- 7''

725SSCJ175-68

12'

- 10''

11'

- 8''

11'

- 0''

- 11''

11'

- 8''

10'

- 7''

10'

- 0''

- 3''

800SSCJ175-43

- 5''

- 2''

- 5''

- 8''

- 5''

- 2''

- 5''

- 8''

800SSCJ175-54

12'

- 11''

11'

- 3''

10'

- 4''

- 2''

11'

- 9''

10'

- 8''

10'

- 1''

- 2''

800SSCJ175-68

13'

- 11''

12'

- 8''

11'

- 9''

10'

- 7''

12'

- 8''

11'

- 6''

10' - 10'' 10'

- 0''

925SSCJ175-43

14'

- 5''

12'

- 6''

11'

- 4''

10'

- 2''

13'

- 3''

12'

- 0''

11'

- 4''

10'

- 2''

925SSCJ175-54

15'

- 8''

14'

- 1''

12' - 10'' 11'

- 6''

14'

- 3''

12'

- 11'' 12'

- 2''

11'

- 3''

925SSCJ175-68

17'

- 5''

15'

- 10'' 14' - 11'' 13' - 10''

15'

- 10''

14'

- 5''

13'

- 7''

12'

- 7''

1000SSCJ200-54

15'

- 1''

13'

- 1''

11' - 11'' 10'

- 8''

14'

- 5''

13'

- 1''

11' - 11'' 10'

- 8''

1000SSCJ200-68

17'

- 1''

15'

- 3''

13' - 11'' 12'

- 5''

15'

- 6''

14'

- 1''

13'

- 3''

12'

- 4''

1000SSCJ200-97

19'

- 0''

17'

- 3''

16'

- 3''

14'

- 9''

17'

- 3''

15'

- 8''

14'

- 9''

13'

- 8''

1125SSCJ175-54

15'

- 9''

13'

- 8''

12'

- 5''

11'

- 1''

15'

- 7''

13'

- 8''

12'

- 5''

11'

- 1''

1125SSCJ175-68

18'

- 2''

15'

- 9''

14'

- 4''

12' - 10''

16'

- 9''

15'

- 2''

14'

- 4''

12' - 10''

1125SSCJ175-97

20'

- 6''

18'

- 8''

17'

- 7''

15'

- 9''

18'

- 8''

16'

- 11'' 15' - 11'' 14' - 10''

1200SSCJ200-54

16'

- 8''

14'

- 5''

13'

- 2''

11'

- 9''

16'

- 8''

14'

- 5''

13'

- 2''

11'

- 9''

1200SSCJ200-68

19'

- 6''

16'

- 11'' 15'

- 5''

13'

- 9''

18'

- 0''

16'

- 4''

15'

- 5''

13'

- 9''

1200SSCJ200-97

22'

- 1''

20'

- 1''

18'

- 6''

16'

- 7''

20'

- 1''

18'

- 3''

17'

- 2''

15' - 11''

1400SSCJ200-68

21'

- 3''

18'

- 4''

16'

- 9''

15'

- 0''

20'

- 6''

18'

- 4''

16'

- 9''

15'

- 0''

1400SSCJ200-97

25'

- 2''

22'

- 2''

20'

- 3''

18'

- 1''

22'

- 10''

20'

- 9''

19'

- 7''

18'

- 1''

9. 10. 11. 12. 13.

joist span table: 6" min. hole offset from bearing support

15 psf Dead Load and 40 psf Live Load Joist Designation

∆ TL = L/240, ∆ LL = L/360

∆ TL = L/240, ∆ LL = L/480

Single Span • Spacing (in.) o.c.

16 - 4''

19.2

725SSCJ175-43

14'

- 3''

12'

725SSCJ175-54

17'

- 6''

15'

725SSCJ175-68

18'

- 10''

17'

- 1''

16'

800SSCJ175-43

15'

- 0''

13'

- 0''

11' - 10'' 10'

800SSCJ175-54

19'

- 0''

17'

- 3''

16'

- 2''

800SSCJ175-68

20'

- 4''

18'

- 6''

17'

925SSCJ175-43

21'

- 4''

19'

- 5''

925SSCJ175-54

22'

- 11''

20'

925SSCJ175-68

25'

- 6''

23'

1000SSCJ200-54

23'

- 3''

20'

1000SSCJ200-68

25'

- 0''

22'

- 8''

1000SSCJ200-97

27'

- 10''

25'

1125SSCJ175-54

25'

- 1''

1125SSCJ175-68

27'

1125SSCJ175-97

19.2

11'

- 3''

10'

- 0''

14'

- 3''

12'

- 4''

11'

- 3''

10'

- 0''

- 11'' 15'

- 0''

13' - 11''

15'

- 11''

14'

- 5''

13'

- 7''

12'

- 7''

- 1''

14' - 11''

17'

- 1''

15'

- 6''

14'

- 7''

13'

- 7''

15'

- 0''

13'

- 0''

11' - 10'' 10'

- 7''

14'

- 9''

17'

- 3''

15'

- 8''

14'

13'

- 8''

- 5''

16'

- 2''

18'

- 6''

16'

- 10'' 15' - 10'' 14'

- 8''

18'

- 2''

16'

- 3''

19'

- 5''

17'

- 7''

15'

- 5''

- 10'' 19'

- 7''

18'

- 2''

20'

- 10''

18'

- 11'' 17' - 10'' 16'

- 6''

21' - 10'' 20'

- 3''

23'

- 2''

21'

- 1''

19' - 10'' 18'

- 5''

- 1''

21'

- 1''

19'

- 2''

18'

- 0''

16'

- 9''

- 2''

- 11'' 19'

16'

- 9''

- 7''

- 1''

17'

21'

- 4''

19' - 10''

22'

- 8''

20'

- 7''

19'

- 5''

18'

- 0''

- 3''

23'

- 9''

22'

- 1''

25'

- 3''

23'

- 0''

21'

- 7''

20'

- 1''

21'

- 9''

19' - 10'' 17'

- 9''

22'

- 9''

20'

- 8''

19'

- 6''

17'

- 9''

- 0''

24'

- 6''

22' - 11'' 20'

- 6''

24'

- 6''

22'

- 3''

20' - 11'' 19'

- 5''

30'

- 1''

27'

- 4''

25'

- 8''

23' - 10''

27'

- 4''

24'

- 10'' 23'

1200SSCJ200-54

26'

- 7''

23'

- 0''

21'

- 0''

18' - 10''

24'

- 6''

22'

- 3''

1200SSCJ200-68

29'

- 0''

26'

- 4''

24'

- 7''

22'

- 0''

26'

- 4''

23'

- 11'' 22'

- 6''

20' - 11''

1200SSCJ200-97

32'

- 4''

29'

- 5''

27'

- 8''

25'

- 8''

29'

- 5''

26'

- 8''

25'

- 2''

23'

- 4''

1400SSCJ200-68

33'

- 0''

29'

- 4''

26'

- 9''

23' - 11''

30'

- 0''

27'

- 3''

25'

- 7''

23'

- 9''

1400SSCJ200-97

36'

- 10''

33'

- 5''

31'

- 6''

28' - 11''

33'

- 5''

30'

- 5''

28'

- 7''

26'

- 7''

9. 10. 11. 12. 13.

- 4''

21'

- 8''

20' - 11'' 18' - 10''

joist span table: 6" min. hole offset from bearing support

20 psf Dead Load and 125 psf Live Load Joist Designation

∆ TL = L/240, ∆ LL = L/360

∆ TL = L/240, ∆ LL = L/480

Single Span • Spacing (in.) o.c.

19.2

725SSCJ175-43

- 9''

- 7''

- 11''

- 2''

- 9''

- 7''

- 11''

- 2''

725SSCJ175-54

12'

- 0''

10'

- 6''

- 7''

10'

- 10''

- 3''

- 7''

725SSCJ175-68

12'

- 10''

11'

- 8''

- 11''

- 9''

11'

- 8''

10'

- 7''

10'

- 0''

- 3''

800SSCJ175-43

- 5''

- 2''

- 5''

- 8''

- 5''

- 2''

- 5''

- 8''

800SSCJ175-54

12'

- 11''

11'

- 3''

10'

- 4''

- 2''

11'

- 9''

10'

- 8''

10'

- 1''

- 2''

800SSCJ175-68

13'

- 11''

12'

- 8''

11'

- 9''

10'

- 7''

12'

- 8''

11'

- 6''

10' - 10'' 10'

- 0''

925SSCJ175-43

14'

- 2''

12'

- 3''

11'

- 2''

10'

- 0''

13'

- 3''

12'

- 0''

11'

- 2''

10'

- 0''

925SSCJ175-54

15'

- 8''

13'

- 10'' 12'

- 7''

11'

- 3''

14'

- 3''

12'

- 11'' 12'

- 2''

11'

- 3''

925SSCJ175-68

17'

- 5''

15'

- 10'' 14' - 11'' 13'

- 8''

15'

- 10''

14'

- 5''

13'

- 7''

12'

- 7''

1000SSCJ200-54

14'

- 10''

12'

- 10'' 11'

1000SSCJ200-68

17'

- 1''

15'

- 0''

1000SSCJ200-97

19'

- 0''

17'

1125SSCJ175-54

15'

- 6''

1125SSCJ175-68

17'

1125SSCJ175-97

- 9''

10'

- 6''

14'

- 5''

12'

- 10'' 11'

- 9''

10'

- 6''

13'

- 8''

12'

- 3''

15'

- 6''

14'

- 1''

13'

- 3''

12'

- 3''

16'

- 2''

14'

- 6''

17'

- 3''

15'

- 8''

14'

- 9''

13'

- 8''

13'

- 5''

12'

- 3''

10' - 11''

15'

- 6''

13'

- 5''

12'

- 3''

10' - 11''

- 10''

15'

- 5''

14'

- 1''

12'

- 7''

16'

- 9''

15'

- 2''

14'

- 1''

12'

20'

- 6''

18'

- 8''

17'

- 4''

15'

- 6''

18'

- 8''

16'

- 11'' 15' - 11'' 14' - 10''

1200SSCJ200-54

16'

- 4''

14'

- 2''

12' - 11'' 11'

- 7''

16'

- 4''

14'

- 2''

12' - 11'' 11'

- 7''

1200SSCJ200-68

19'

- 2''

16'

- 7''

15'

- 2''

13'

- 6''

18'

- 0''

16'

- 4''

15'

- 2''

13'

- 6''

1200SSCJ200-97

22'

- 1''

19'

- 11'' 18'

- 2''

16'

- 3''

20'

- 1''

18'

- 3''

17'

- 2''

15' - 11''

1400SSCJ200-68

20'

- 10''

18'

- 6''

14'

- 9''

20'

- 6''

18'

- 1''

16'

- 6''

14'

- 9''

1400SSCJ200-97

25'

- 2''

21'

- 10'' 19' - 11'' 17'

- 9''

22'

- 10''

20'

- 9''

19'

- 7''

17'

- 9''

- 1''

16'

9. 10. 11. 12. 13.

- 7''

joist span table: 6" min. hole offset from bearing support

20 psf Dead Load and 40 psf Live Load Joist Designation

∆ TL = L/240, ∆ LL = L/360

∆ TL = L/240, ∆ LL = L/480

Single Span • Spacing (in.) o.c.

16 - 9''

19.2

725SSCJ175-43

13'

- 7''

11'

10'

725SSCJ175-54

17'

- 6''

15'

725SSCJ175-68

18'

- 10''

17'

- 1''

16'

800SSCJ175-43

14'

- 5''

12'

- 5''

800SSCJ175-54

19'

- 0''

17'

800SSCJ175-68

20'

- 4''

925SSCJ175-43

21'

925SSCJ175-54

- 9''

19.2

- 7''

13'

- 7''

11'

- 9''

10'

- 9''

- 7''

- 11'' 14' - 11'' 13'

- 4''

15'

- 11''

14'

- 5''

13'

- 7''

12'

- 7''

- 1''

14' - 11''

17'

- 1''

15'

- 6''

14'

- 7''

13'

- 7''

11'

- 4''

10'

- 2''

14'

- 5''

12'

- 5''

11'

- 4''

10'

- 2''

- 3''

15'

- 9''

14'

- 1''

17'

- 3''

15'

- 8''

14'

- 9''

13'

- 8''

18'

- 6''

17'

- 5''

16'

- 2''

18'

- 6''

16'

- 10'' 15' - 10'' 14'

- 8''

- 4''

19'

- 1''

17'

- 5''

15'

- 7''

19'

- 5''

17'

- 7''

15'

- 5''

22'

- 11''

20'

- 10'' 19'

- 7''

17'

- 7''

20'

- 10''

18'

- 11'' 17' - 10'' 16'

- 6''

925SSCJ175-68

25'

- 6''

23'

- 2''

21' - 10'' 20'

- 3''

23'

- 2''

21'

- 1''

19' - 10'' 18'

- 5''

1000SSCJ200-54

23'

- 1''

20'

- 0''

18'

- 3''

16'

- 4''

21'

- 1''

19'

- 2''

18'

- 0''

16'

- 4''

1000SSCJ200-68

25'

- 0''

22'

- 8''

21'

- 3''

19'

- 0''

22'

- 8''

20'

- 7''

19'

- 5''

18'

- 0''

1000SSCJ200-97

27'

- 10''

25'

- 3''

23'

- 9''

22'

- 1''

25'

- 3''

23'

- 0''

21'

- 7''

20'

- 1''

1125SSCJ175-54

24'

- 1''

20'

- 10'' 19'

- 0''

17'

- 0''

22'

- 9''

20'

- 8''

19'

- 0''

17'

- 0''

1125SSCJ175-68

27'

- 0''

24'

- 1''

21' - 11'' 19'

- 8''

24'

- 6''

22'

- 3''

20' - 11'' 19'

- 5''

1125SSCJ175-97

30'

- 1''

27'

- 4''

25'

- 8''

23' - 10''

27'

- 4''

24'

- 10'' 23'

- 4''

21'

- 8''

1200SSCJ200-54

25'

- 6''

22'

- 1''

20'

- 2''

18'

- 0''

24'

- 6''

22'

- 1''

20'

- 2''

18'

- 0''

1200SSCJ200-68

29'

- 0''

25'

- 10'' 23'

- 7''

21'

- 1''

26'

- 4''

23'

- 11'' 22'

- 6''

20' - 11''

1200SSCJ200-97

32'

- 4''

29'

- 5''

27'

- 8''

25'

- 4''

29'

- 5''

26'

- 8''

25'

- 2''

23'

1400SSCJ200-68

32'

- 5''

28'

- 1''

25'

- 8''

22' - 11''

30'

- 0''

27'

- 3''

25'

- 7''

22' - 11''

1400SSCJ200-97

36'

- 10''

33'

- 5''

30' - 11'' 27'

33'

- 5''

30'

- 5''

28'

- 7''

26'

- 8'' 9. 10. 11. 12. 13.

16'

- 7''

- 4''

- 7''

joist span table: 6" min. hole offset from bearing support

25 psf Dead Load and 125 psf Live Load Joist Designation

∆ TL = L/240, ∆ LL = L/360

∆ TL = L/240, ∆ LL = L/480

Single Span • Spacing (in.) o.c.

19.2

725SSCJ175-43

- 7''

- 5''

- 9''

- 1''

- 7''

- 5''

- 9''

- 1''

725SSCJ175-54

11'

- 11''

10'

- 4''

- 5''

10'

- 10''

- 3''

- 5''

725SSCJ175-68

12'

- 10''

11'

- 8''

10'

- 9''

- 7''

11'

- 8''

10'

- 7''

10'

- 0''

- 3''

800SSCJ175-43

- 1''

- 10''

- 2''

- 5''

- 1''

- 10''

- 2''

- 5''

800SSCJ175-54

12'

- 7''

10'

- 11''

11'

- 9''

10'

- 8''

- 11''

800SSCJ175-68

13'

- 11''

12'

- 6''

11'

- 5''

10'

- 2''

12'

- 8''

11'

- 6''

10' - 10'' 10'

- 0''

925SSCJ175-43

13'

- 11''

12'

- 0''

11'

- 0''

- 10''

13'

- 3''

12'

- 0''

11'

- 0''

- 10''

925SSCJ175-54

15'

- 8''

13'

- 7''

12'

- 5''

11'

- 1''

14'

- 3''

12'

- 11'' 12'

- 2''

11'

- 1''

925SSCJ175-68

17'

- 5''

15'

- 10'' 14' - 11'' 13'

- 5''

15'

- 10''

14'

- 5''

13'

- 7''

12'

- 7''

1000SSCJ200-54

14'

- 7''

12'

- 8''

11'

- 6''

10'

- 4''

14'

- 5''

12'

- 8''

11'

- 6''

10'

- 4''

1000SSCJ200-68

17'

- 0''

14'

- 9''

13'

- 5''

12'

- 0''

15'

- 6''

14'

- 1''

13'

- 3''

12'

- 0''

1000SSCJ200-97

19'

- 0''

17'

- 3''

15' - 11'' 14'

- 3''

17'

- 3''

15'

- 8''

14'

- 9''

13'

- 8''

1125SSCJ175-54

15'

- 3''

13'

- 2''

12'

10'

- 9''

15'

- 3''

13'

- 2''

12'

- 0''

10'

- 9''

1125SSCJ175-68

17'

- 7''

15'

- 2''

13' - 10'' 12'

- 5''

16'

- 9''

15'

- 2''

13' - 10'' 12'

- 5''

1125SSCJ175-97

20'

- 6''

18'

- 8''

17'

- 0''

15'

- 3''

18'

- 8''

16'

- 11'' 15' - 11'' 14' - 10''

1200SSCJ200-54

16'

- 1''

13'

- 11'' 12'

- 9''

11'

- 4''

16'

- 1''

13'

- 11'' 12'

1200SSCJ200-68

18'

- 10''

16'

- 4''

14' - 11'' 13'

- 4''

18'

- 0''

16'

1200SSCJ200-97

22'

- 1''

19'

- 7''

17' - 11'' 16'

- 0''

20'

- 1''

1400SSCJ200-68

20'

- 6''

17'

- 9''

16'

- 2''

14'

- 6''

20'

1400SSCJ200-97

24'

- 9''

21'

- 5''

19'

- 7''

17'

- 6''

22'

- 0''

9. 10. 11. 12. 13.

- 9''

11'

- 4''

14' - 11'' 13'

- 4''

18'

- 3''

17'

- 2''

15' - 11''

- 6''

17'

- 9''

16'

- 2''

14'

- 6''

- 10''

20'

- 9''

19'

- 7''

17'

- 6''

joist span table: 6" min. hole offset from bearing support

25 psf Dead Load and 40 psf Live Load Joist Designation

∆ TL = L/240, ∆ LL = L/360

∆ TL = L/240, ∆ LL = L/480

Single Span • Spacing (in.) o.c.

19.2

725SSCJ175-43

13'

- 1''

11'

- 4''

10'

- 4''

- 3''

13'

- 1''

11'

- 4''

10'

- 4''

- 3''

725SSCJ175-54

17'

- 1''

15'

- 6''

14'

- 4''

12'

- 9''

15'

- 11''

14'

- 5''

13'

- 7''

12'

- 7''

725SSCJ175-68

18'

- 4''

16'

- 8''

15'

- 8''

14'

- 6''

17'

- 1''

15'

- 6''

14'

- 7''

13'

- 7''

800SSCJ175-43

13'

- 10''

12'

- 0''

10' - 11''

- 9''

13'

- 10''

12'

- 0''

10' - 11''

- 9''

800SSCJ175-54

18'

- 6''

16'

- 7''

15'

13'

- 6''

17'

- 3''

15'

- 8''

14'

13'

- 6''

800SSCJ175-68

19'

- 10''

18'

- 0''

16' - 11'' 15'

- 6''

18'

- 6''

16'

- 10'' 15' - 10'' 14'

- 8''

925SSCJ175-43

20'

- 9''

18'

- 4''

16'

14' - 11''

19'

- 5''

17'

- 7''

925SSCJ175-54

22'

- 4''

20'

- 3''

18' - 10'' 16' - 10''

20'

- 10''

18'

- 11'' 17' - 10'' 16'

- 6''

925SSCJ175-68

24'

- 10''

22'

- 7''

21'

- 3''

19'

- 9''

23'

- 2''

21'

- 1''

19' - 10'' 18'

- 5''

1000SSCJ200-54

22'

- 2''

19'

- 2''

17'

- 6''

15'

- 8''

21'

- 1''

19'

- 2''

17'

- 6''

15'

- 8''

1000SSCJ200-68

24'

- 4''

22'

- 1''

20'

- 5''

18'

- 3''

22'

- 8''

20'

- 7''

19'

- 5''

18'

- 0''

1000SSCJ200-97

27'

- 1''

24'

- 7''

23'

- 2''

21'

- 6''

25'

- 3''

23'

- 0''

21'

- 7''

20'

- 1''

1125SSCJ175-54

23'

- 1''

20'

- 0''

18'

- 3''

16'

- 4''

22'

- 9''

20'

- 0''

18'

- 3''

16'

- 4''

1125SSCJ175-68

26'

- 3''

23'

- 1''

21'

- 1''

18' - 10''

24'

- 6''

22'

- 3''

20' - 11'' 18' - 10''

1125SSCJ175-97

29'

- 3''

26'

- 7''

25'

- 0''

23'

- 2''

27'

- 4''

24'

- 10'' 23'

- 4''

21'

- 8''

1200SSCJ200-54

24'

- 6''

21'

- 2''

19'

- 4''

17'

- 4''

24'

- 6''

21'

- 2''

19'

- 4''

17'

- 4''

1200SSCJ200-68

28'

- 3''

24'

- 10'' 22'

- 8''

20'

- 3''

26'

- 4''

23'

- 11'' 22'

- 6''

20'

- 3''

1200SSCJ200-97

31'

- 6''

28'

- 7''

26' - 11'' 24'

- 4''

29'

- 5''

26'

- 8''

25'

- 2''

23'

- 4''

1400SSCJ200-68

31'

- 2''

27'

- 0''

24'

- 7''

22'

- 0''

30'

- 0''

27'

- 0''

24'

- 7''

22'

- 0''

1400SSCJ200-97

35'

- 10''

32'

- 7''

29'

- 9''

26'

- 7''

33'

- 5''

30'

- 5''

28'

- 7''

26'

- 7''

- 2''

- 8''

9. 10. 11. 12. 13.

16'

- 9''

- 7''

14' - 11''

joist span table: 6" min. hole offset from bearing support

40 psf Dead Load and 125 psf Live Load Joist Designation

∆ TL = L/240, ∆ LL = L/360

∆ TL = L/240, ∆ LL = L/480

Single Span • Spacing (in.) o.c.

19.2

725SSCJ175-43

- 2''

- 1''

- 6''

- 9''

- 2''

- 1''

- 6''

- 9''

725SSCJ175-54

11'

- 4''

- 10''

- 0''

10'

- 10''

- 0''

725SSCJ175-68

12'

- 10''

11'

- 3''

10'

- 3''

- 2''

11'

- 8''

10'

- 7''

10'

- 0''

- 2''

800SSCJ175-43

- 8''

- 6''

- 10''

- 1''

- 8''

- 6''

- 10''

- 1''

800SSCJ175-54

12'

- 0''

10'

- 5''

- 6''

11'

- 9''

10'

- 5''

- 6''

800SSCJ175-68

13'

- 9''

11'

- 11'' 10' - 10''

- 8''

12'

- 8''

11'

- 6''

10' - 10''

- 8''

925SSCJ175-43

13'

- 3''

11'

- 4''

13'

- 3''

11'

- 6''

10'

- 4''

925SSCJ175-54

15'

- 0''

12'

- 11'' 11' - 10'' 10'

- 7''

14'

- 3''

12'

- 11'' 11' - 10'' 10'

- 7''

925SSCJ175-68

17'

- 5''

15'

- 8''

14'

- 4''

12' - 10''

15'

- 10''

14'

- 5''

13'

- 7''

12'

- 7''

1000SSCJ200-54

13'

- 11''

12'

- 0''

11'

- 0''

- 10''

13'

- 11''

12'

- 0''

11'

- 0''

- 10''

1000SSCJ200-68

16'

- 3''

14'

- 0''

12' - 10'' 11'

- 5''

15'

- 6''

14'

- 0''

12' - 10'' 11'

- 5''

1000SSCJ200-97

19'

- 0''

16'

- 8''

15'

- 2''

13'

- 7''

17'

- 3''

15'

- 8''

14'

- 9''

13'

- 7''

1125SSCJ175-54

14'

- 6''

12'

- 7''

11'

- 5''

10'

- 3''

14'

- 6''

12'

- 7''

11'

- 5''

10'

- 3''

1125SSCJ175-68

16'

- 9''

14'

- 6''

13'

- 3''

11' - 10''

16'

- 9''

14'

- 6''

13'

- 3''

11' - 10''

1125SSCJ175-97

20'

- 6''

17'

- 9''

16'

- 3''

14'

- 6''

18'

- 8''

16'

- 11'' 15' - 11'' 14'

1200SSCJ200-54

15'

- 4''

13'

- 3''

12'

- 1''

10' - 10''

15'

- 4''

13'

- 3''

12'

- 1''

10' - 10''

1200SSCJ200-68

17'

- 11''

15'

- 7''

14'

- 2''

12'

- 8''

17'

- 11''

15'

- 7''

14'

- 2''

12'

- 8''

1200SSCJ200-97

21'

- 7''

18'

- 8''

17'

- 1''

15'

- 3''

20'

- 1''

18'

- 3''

17'

- 1''

15'

- 3''

1400SSCJ200-68

19'

- 6''

16'

- 11'' 15'

- 5''

13' - 10''

19'

- 6''

16'

- 11'' 15'

- 5''

13' - 10''

1400SSCJ200-97

23'

- 7''

20'

- 8''

16'

22'

- 10''

20'

- 5''

- 8''

16'

- 6''

- 5''

10'

18'

- 6''

- 8'' 9. 10. 11. 12. 13.

18'

- 6''

- 8''

joist span table: 6" min. hole offset from bearing support

40 psf Dead Load and 40 psf Live Load Joist Designation

∆ TL = L/240, ∆ LL = L/360

∆ TL = L/240, ∆ LL = L/480

Single Span • Spacing (in.) o.c.

725SSCJ175-43

11'

- 9''

10'

- 2''

725SSCJ175-54

15'

- 11''

14'

725SSCJ175-68

17'

- 1''

800SSCJ175-43

12'

800SSCJ175-54

19.2 9'

- 4''

19.2

- 4''

11'

- 9''

10'

- 2''

- 4''

- 1''

12' - 11'' 11'

- 6''

15'

- 11''

14'

- 1''

12' - 11'' 11'

- 6''

15'

- 6''

14'

- 7''

13'

- 2''

17'

- 1''

15'

- 6''

14'

- 7''

13'

- 2''

- 5''

10'

- 9''

- 10''

12'

- 5''

10'

- 9''

- 10''

17'

- 3''

14'

- 11'' 13'

- 8''

12'

- 2''

17'

- 3''

14'

- 11'' 13'

- 8''

12'

- 2''

800SSCJ175-68

18'

- 6''

16'

- 10'' 15'

- 7''

14'

- 0''

18'

- 6''

16'

- 10'' 15'

- 7''

14'

- 0''

925SSCJ175-43

19'

- 1''

16'

- 6''

15'

- 1''

13'

- 6''

19'

- 1''

16'

- 6''

15'

- 1''

13'

- 6''

925SSCJ175-54

20'

- 10''

18'

- 7''

17'

- 0''

15'

- 2''

20'

- 10''

18'

- 7''

17'

- 0''

15'

- 2''

925SSCJ175-68

23'

- 2''

21'

- 1''

19' - 10'' 18'

- 5''

23'

- 2''

21'

- 1''

19' - 10'' 18'

- 5''

1000SSCJ200-54

20'

- 0''

17'

- 4''

15' - 10'' 14'

- 1''

20'

- 0''

17'

- 4''

15' - 10'' 14'

- 1''

1000SSCJ200-68

22'

- 8''

20'

- 2''

18'

- 5''

16'

- 6''

22'

- 8''

20'

- 2''

18'

- 5''

16'

- 6''

1000SSCJ200-97

25'

- 3''

23'

- 0''

21'

- 7''

19'

- 6''

25'

- 3''

23'

- 0''

21'

- 7''

19'

- 6''

1125SSCJ175-54

20'

- 10''

18'

- 1''

16'

- 6''

14'

- 9''

20'

- 10''

18'

- 1''

16'

- 6''

14'

- 9''

1125SSCJ175-68

24'

- 1''

20'

- 10'' 19'

- 0''

17'

- 0''

24'

- 1''

20'

- 10'' 19'

- 0''

17'

- 0''

1125SSCJ175-97

27'

- 4''

24'

- 10'' 23'

- 4''

20' - 10''

27'

- 4''

24'

- 10'' 23'

- 4''

20' - 10''

1200SSCJ200-54

22'

- 1''

19'

- 1''

17'

- 5''

15'

- 7''

22'

- 1''

19'

- 1''

17'

- 5''

15'

- 7''

1200SSCJ200-68

25'

- 10''

22'

- 4''

20'

- 5''

18'

- 3''

25'

- 10''

22'

- 4''

20'

- 5''

18'

- 3''

1200SSCJ200-97

29'

- 5''

26'

- 8''

24'

- 6''

21' - 11''

29'

- 5''

26'

- 8''

24'

- 6''

21' - 11''

1400SSCJ200-68

28'

- 1''

24'

- 4''

22'

- 2''

19' - 10''

28'

- 1''

24'

- 4''

22'

- 2''

19' - 10''

1400SSCJ200-97

33'

- 5''

29'

- 4''

26' - 10'' 24'

33'

- 5''

29'

- 4''

26' - 10'' 24'

- 0'' 9. 10. 11. 12. 13.

- 4''

- 0''

ALLOWABLE WEB CRIPPLING CAPACITIES OF SURE-SPAN速 JOISTS: 7.25" - 14" web height; various loading configurations

End-One-Flange, EOF (lbs.)

Interior-OneFlange, IOF (lbs.)

End-Two-Flange, ETF (lbs.)

Interior-TwoFlange, ITF (lbs.)

Bearing Length (in.)

725SSCJ175-43

282

364

427

537

644

727

176

194

208

452

546

618

725SSCJ175-54

649

830

970

1246

1481

1661

461

505

538

1071

1280

1440

725SSCJ175-68

984

1249

1452

1906

2242

2500

778

845

897

1615

1911

2138

800SSCJ175-43

277

358

419

533

639

721

167

184

197

452

546

617

800SSCJ175-54

639

818

955

1238

1471

1650

442

484

516

1070

1279

1440

800SSCJ175-68

972

1233

1434

2895

2230

2486

751

816

866

1614

1910

2138

925SSCJ175-54

624

799

933

1226

1456

1633

412

451

481

1070

1278

1438

925SSCJ175-68

952

1208

1405

1879

2210

2464

710

771

818

1613

1909

2136

925SSCJ175-97

1815

2273

2624

3631

4208

4650

1584

1704

1795

3050

3555

3942

Section Designation 7.25" Depth

8.00" Depth

9.25" Depth

10.00" Depth 1000SSCJ200-54

616

788

920

1219

1448

1624

395

432

461

1069

1278

1438

1000SSCJ200-68

941

1194

1388

1869

2199

2451

686

746

791

1612

1908

2134

1000SSCJ200-97

1798

2251

2599

3616

4190

4630

1545

1662

1751

3050

3554

3941

1125SSCJ175-54

602

771

900

1207

1434

1609

367

402

429

1068

1277

1437

1125SSCJ175-68

923

1172

1362

1854

2181

2431

649

705

748

1611

1906

2133

1125SSCJ175-97

1771

2218

2560

3592

4162

4599

1484

1596

1681

3047

3552

3938

1200SSCJ200-54

594

761

888

1200

1427

1600

352

385

411

1067

1276

1436

1200SSCJ200-68

913

1159

1347

1845

2170

2420

627

682

723

1610

1906

2132

1200SSCJ200-97

1756

2198

2538

3578

4146

4582

1449

1558

1641

3046

3550

3938

1400SSCJ200-68

887

1126

1309

1823

2144

2391

573

623

661

1609

1904

2130

1400SSCJ200-97

1717

2149

2481

3543

4105

4537

1359

1462

1540

3044

3547

3934

11.25" Depth

12.00" Depth

14.00" Depth

Notes 1. Allowable web crippling capacities are obtained by applying a factor of safety of 1.95, based on results of test program. 2. Calculated nominal web crippling capacities are checked against tested ultimate capacities to verify congruency. 3. Ultimate web crippling capacities are evaluated for regions assumed to exhibit least strength (near punch-outs). 4. Nominal web crippling capacities for the ITF loading configuration are reduced by 20% to match tested values.

Sure-Span systems, detail number and detail description Detail No.

Detail Name

Detail Description

Joist Connection

Joist Bearing on Exterior Stud Wall

Joist Connection

Joist Parallel to Exterior Stud Wall

Joist Connection

Joist Bearing on Exterior Concrete/Masonry/Insulated Concrete Forms (ICF) Wall

Joist Connection

Joist Bearing on Steel Structural End Member

Joist Connection

One continuous Joist Bearing over Stud Wall

Joist Connection

One continuous Joist Bearing on Steel Structural Member

Joist Connection

Non-continuous Joist or Two Joists Bearing over Stud Wall

Joist Connection

Non-continuous Joist or Two Joists Bearing on Concrete/Masonry/Insulated Concrete Forms (ICF) Wall

Joist Connection

Joist Bearing and Cantilevered over Exterior Stud Wall

Joist Connection

Joist Bearing and Cantilevered over Steel Structural Member

Joist Connection

Joist Bearing and Cantilevered over Concrete/Masonry/Insulated Concrete Forms (ICF) Wall

Joist Connection

Joist Bearing on Steel Ledger Member Attached to Concrete/Masonry Wall

Joist Connection

Joist - Concrete/Masonry Wall Connection with CEMCO Utility Clip (UA)

Joist Connection

Joist - Insulated Concrete Forms (ICF) Wall Connection with CEMCO Utility Clip (UA)

Joist Connection

Joist - Insulated Concrete Forms (ICF) Wall Pocket Connection with CEMCO Utility Clip (UA)

Joist Connection

Girder - Insulated Concrete Forms (ICF) Wall Pocket Connection with CEMCO Utility Clip (UA)

Joist Connection

Joist - Girder Connection with Simpson Strong-Tie S/JCT or S/HJCT Hanger

Joist Connection

Joist - Girder Connection with Simpson Strong-Tie S/LBV, S/B or S/BA Hanger

Joist Connection

Girder - to - Girder Connection with Simpson Strong-Tie S/LBV, S/B or S/BA Hanger

Joist Connection

Joist - Steel Structural Member with Simpson Strong-Tie S/LBV, S/B or S/BA Hanger

Joist Connection

Joist - Steel Structural Member with Simpson Strong-Tie S/JCT or S/HJCT Hanger

Joist Connection

Girder - Steel Structural Member with Simpson Strong-Tie S/LBV, S/B or S/BA Hanger

Joist Bridging

Double Strap with Stud or Track Blocking

Joist Bridging

Double Strap with Diagonal Bridging

Joist Bridging

Strongback Bridging with Solid Blocking

Track Splice

Rim Track Splice

Floor Assembly

1-1/2 Hour / 1-Layer Fire Resistance Floor Assembly, (UL-G556)

26A

Floor Assembly

1-1/2 Hour / 1-Layer Fire Resistance Floor Assembly, (UL-G556), sections “A-A” & “B-B”

Floor Assembly

2 Hour / 1-Layer Fire Resistance Floor Assembly, (UL-G557)

27A

Floor Assembly

2 Hour / 1-Layer Fire Resistance Floor Assembly, (UL-G557), sections “A-A” & “B-B”

Floor Assembly

2 Hour / 1-Layer Fire Resistance Floor Assembly, (UL-G559)

28A

Floor Assembly

2 Hour / 1-Layer Fire Resistance Floor Assembly, (UL-G559), sections “A-A” & “B-B”

Floor Assembly

2 Hour / 1-Layer Fire Resistance Floor Assembly, (UL-G580)

29A

Floor Assembly

2 Hour / 1-Layer Fire Resistance Floor Assembly, (UL-G580), sections “A-A” & “B-B”

1: Joist connection: joist bearing on exterior stud wall

JOIST CONNECTION: JOIST BEARING ON EXTERIOR STUD WALL DISCLAIMER:

SCALE: N.T.S. CATEGORY:

CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This Scale: NTS SURE-SPAN drawing is supplied solely to assist in the Rev: 0 DETAILS 1001-A PITTSBURG ANTIOCH HWY selection and application of CEMCO products. Release: 11/30/11 PITTSBURG, CA 94565 This drawing is generic in nature and should ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified CEMCO assumes no liability for failure resulting from the Architect use of its drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This0 REV: www.cemcosteel.com or Engineer of Record. RELEASE: 11/30/2011 drawing is supplied solely to assist in the selection and application of CEMCO products. This drawing is generic in nature and should not be used in design or construction without an independent evaluation by a qualified Architect or Engineer of Record.

1A: Joist connection: joist parallel to exterior stud wall

CONNECTION: JOIST PARALLEL TO EXTERIOR 1A JOIST STUD WALL DISCLAIMER:

SCALE: N.T.S. CATEGORY:

CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This SURE-SPAN Scale: NTS drawing is supplied solely to assist in the Rev: 0 DETAILS 1001-A PITTSBURG ANTIOCH HWY selection and application of CEMCO products. Release: 11/30/11 PITTSBURG, CA 94565 This drawing is generic in nature and should ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified REV: CEMCO assumes no liability for failure resulting from the use of its drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This0 www.cemcosteel.com Architect or Engineer of Record. RELEASE: 11/30/2011

drawing is supplied solely to assist in the selection and application of CEMCO products. This drawing is generic in nature and should not be used in design or construction without an independent evaluation by a qualified Architect or Engineer of Record.

2: Joist connection: joist bearing on exterior concrete/masonry/ insulated concrete forms (ICF) wall

JOIST CONNECTION: JOIST BEARING ON EXTERIOR CONCRETE/ SCALE: N.T.S. MASONRY/ INSULATED CONCRETE FORMS (ICF) WALL DISCLAIMER:

CATEGORY:

3: Joist connection: joist bearing on steel structural end member

JOIST CONNECTION: JOIST BEARING ON STEEL STRUCTURAL END MEMBER DISCLAIMER:

SCALE: N.T.S. CATEGORY:

4: Joist connection: one continuous joist bearing over stud wall

JOIST CONNECTION: ONE CONTINUOUS JOIST BEARING OVER STUD WALL DISCLAIMER:

SCALE: N.T.S.

CATEGORY:

CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This SURE-SPAN Scale: NTS drawing is supplied solely to assist in the DETAILS Rev: 0 1001-A PITTSBURG ANTIOCH HWY selection and application of CEMCO products. Release: 11/30/11 PITTSBURG, CA 94565 This drawing is generic in nature and should ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified REV: CEMCO assumes no liability for failure resulting from the Architect use of its drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This0 www.cemcosteel.com or Engineer of Record. RELEASE: 11/30/2011

5: Joist connection: one continuous joist bearing on steel structural member

JOIST CONNECTION: ONE CONTINUOUS JOIST BEARING ON STEEL STRUCTURAL MEMBER DISCLAIMER:

SCALE: N.T.S. CATEGORY:

CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This SURE-SPAN Scale: NTS drawing is supplied solely to assist in the DETAILS Rev: 0 PITTSBURG ANTIOCH HWY selection and application of CEMCO products. 1001-A PITTSBURG, CA 94565 This drawing is generic in nature and should Release: 11/30/11 ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified REV: 0 www.cemcosteel.com or Engineer of Record. CEMCO assumes no liability for failure resulting from the Architect use of its drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This RELEASE: 11/30/2011

6: Joist connection: non-continuous joist or two joists bearing over stud wall

JOIST CONNECTION: NON-CONTINUOUS JOIST OR TWO JOISTS BEARING OVER STUD WALL DISCLAIMER:

SCALE: N.T.S. CATEGORY:

CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This SURE-SPAN Scale: NTS drawing is supplied solely to assist in the Rev: 0 DETAILS 1001-A PITTSBURG ANTIOCH HWY selection and application of CEMCO products. Release: 11/30/11 PITTSBURG, CA 94565 This drawing is generic in nature and should ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified REV: CEMCO assumes no liability for failure resulting from the Architect use of its drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This0 www.cemcosteel.com or Engineer of Record. RELEASE: 11/16/2011

7: Joist connection: non-continuous joist or two joists bearing on concrete/masonry/icf wall

BEARING ON CONCRETE/MASONRY /ICF WALL DISCLAIMER:

SCALE: N.T.S. CATEGORY:

CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This SURE-SPAN Scale: NTS drawing is supplied solely to assist in the DETAILS 1001-A Rev: 0 PITTSBURG ANTIOCH HWY selection and application of CEMCO products. PITTSBURG, CA 94565 This drawing is generic in nature and should Release: 11/30/11 ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified REV: 0 www.cemcosteel.com or Engineer of Record. CEMCO assumes no liability for failure resulting from the Architect use of its drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This RELEASE: 11/16/2011

8: Joist connection: joist bearing and cantilevered over exterior stud wall

JOIST CONNECTION: JOIST BEARING AND CANTILEVERED OVER EXTERIOR STUD WALL DISCLAIMER:

SCALE: N.T.S.

CATEGORY:

CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This SURE-SPAN Scale: NTS drawing is supplied solely to assist in the DETAILS Rev: 0 1001-A PITTSBURG ANTIOCH HWY selection and application of CEMCO products. Release: 11/30/11 PITTSBURG, CA 94565 This drawing is generic in nature and should ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified REV: CEMCO assumes no liability for failure resulting from the Architect use of its drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This0 www.cemcosteel.com or Engineer of Record. RELEASE: 11/30/2011

9: Joist connection: joist bearing and cantilevered over steel structural member

JOIST CONNECTION: JOIST BEARING AND CANTILEVERED OVER SCALE: N.T.S. STEEL STRUCTURAL MEMBER DISCLAIMER:

CATEGORY:

CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This SURE-SPAN Scale: NTS drawing is supplied solely to assist in the DETAILS Rev: 0 PITTSBURG ANTIOCH HWY selection and application of CEMCO products. 1001-A PITTSBURG, CA 94565 This drawing is generic in nature and should Release: 11/30/11 ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified www.cemcosteel.com Architect or Engineer of Record. CEMCO assumes no liability for failure resulting from the use of its drawings, or for failure resulting from the use of alternate materials, or improper application or installation.REV: This0 RELEASE: 11/30/2011

10: Joist connection: joist bearing and cantilevered over concrete/ masonry/icf wall

CONNECTION: JOIST BEARING AND CANTILEVERED OVER 10 JOIST SCALE: N.T.S. CONCRETE/ MASONRY/ ICF WALL DISCLAIMER: CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This drawing is supplied solely to assist in the Scale: NTS 1001-A Rev: 0 PITTSBURG ANTIOCH HWY selection and application of CEMCO products. PITTSBURG, CA 94565 This drawing is generic in nature and should Release: 11/30/11 ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified www.cemcosteel.com Architect or Engineer of Record.

CATEGORY:

SURE-SPAN DETAILS

REV: 0

RELEASE: 11/30/2011 CEMCO assumes no liability for failure resulting from the use of its drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This drawing is supplied solely to assist in the selection and application of CEMCO products. This drawing is generic in nature and should not be used in design or construction without an independent evaluation by a qualified Architect or Engineer of Record.

11: Joist connection: joist bearing on steel ledger member attached to concrete/masonry wall

CONNECTION: JOIST BEARING ON STEEL LEDGER MEMBER 11 JOIST SCALE: N.T.S. ATTACHED TO CONCRETE/MANSORY WALL DISCLAIMER:

CATEGORY:

CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This SURE-SPAN Scale: NTS drawing is supplied solely to assist in the DETAILS 1001-A Rev: 0 PITTSBURG ANTIOCH HWY selection and application of CEMCO products. PITTSBURG, CA 94565 This drawing is generic in nature and should Release: 11/30/11 ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified REV: 0 www.cemcosteel.com Architect or Engineer of Record. CEMCO assumes no liability for failure resulting from the use of its drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This RELEASE: 11/30/2011

12: Joist connection: joist - concrete/ masonry wall connection with cemco utility clip (ua)

CONNECTION: JOIST- CONCRETE/MANSORY WALL 12 JOIST CONNECTION WITH CEMCO UTILITY CLIP (UA) DISCLAIMER:

SCALE: N.T.S.

CATEGORY:

CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This SURE-SPAN Scale: NTS drawing is supplied solely to assist in the DETAILS 1001-A Rev: 0 PITTSBURG ANTIOCH HWY selection and application of CEMCO products. PITTSBURG, CA 94565 This drawing is generic in nature and should Release: 11/30/11 ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified REV: 0 www.cemcosteel.com Architect or Engineer of Record. CEMCO assumes no liability for failure resulting from the use of its drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This RELEASE: 11/30/2011

13: Joist connection: joist - insulated concrete forms (ICF) wall with cemco utility clip (UA)

CONNECTION: JOIST-INSULATED CONCRETE FORMS (ICF) 13 JOIST SCALE: N.T.S. WALL WITH CEMCO UTILITY CLIP (UA) DISCLAIMER: CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This drawing is supplied solely to assist in the Scale: NTS 1001-A Rev: 0 PITTSBURG ANTIOCH HWY selection and application of CEMCO products. PITTSBURG, CA 94565 This drawing is generic in nature and should Release: 11/30/11 ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified www.cemcosteel.com Architect or Engineer of Record.

CATEGORY:

SURE-SPAN DETAILS

REV: 0

14: J oist connection: joist - insulated

concrete forms (ICF) wall pocket connection w/cemco Utility clip (UA)

SCALE: N.T.S.

CONNECTION: JOIST- INSULATED CONCRETE FORMS (ICF) 14 JOIST WALL POCKET CONNECTION WITH CEMCO UTILITY CLIP (UA) DISCLAIMER:

CATEGORY:

CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This SURE-SPAN Scale: NTS drawing is supplied solely to assist in the DETAILS Rev: 0 PITTSBURG ANTIOCH HWY selection and application of CEMCO products. 1001-A PITTSBURG, CA 94565 This drawing is generic in nature and should Release: 11/30/11 ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified REV: 0 www.cemcosteel.com Architect or Engineer of Record. CEMCO assumes no liability for failure resulting from the use of its drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This RELEASE: 11/30/2011

15: Joist connection: cirder-insulated

concrete forms (ICF) wall pocket connection with cemco utility clip (UA)

SCALE: N.T.S.

CONNECTION: GIRDER-INSULATED CONCRETE FORMS (ICF) 15 JOIST WALL POCKET CONNECTION WITH CEMCO UTILITY CLIP (UA) DISCLAIMER: CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This drawing is supplied solely to assist in the Scale: NTS 1001-A Rev: 0 PITTSBURG ANTIOCH HWY selection and application of CEMCO products. PITTSBURG, CA 94565 This drawing is generic in nature and should Release: 11/30/11 ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified www.cemcosteel.com Architect or Engineer of Record.

CATEGORY:

SURE-SPAN DETAILS

REV: 0

16: Joist connection: joist - girder connection with simpson strongtie s/jct or s/hjct hanger

CONNECTION: JOIST- GIRDER CONNECTION WITH 16 JOIST SIMPSON STRONG-TIE S/JCT OR S/HJCT HANGER DISCLAIMER: CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This drawing is supplied solely to assist in the Scale: NTS 1001-A Rev: 0 PITTSBURG ANTIOCH HWY selection and application of CEMCO products. PITTSBURG, CA 94565 This drawing is generic in nature and should Release: 11/30/11 ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified www.cemcosteel.com Architect or Engineer of Record.

SCALE: N.T.S.

CATEGORY:

SURE-SPAN DETAILS

REV: 0

17: Joist connection: joist - girder connection with simpson strongtie s/LBV, S/B or s/BA hanger

CONNECTION: JOIST - GIRDER CONNECTION WITH 17 JOIST SIMPSON STRONG-TIE S/LBV, S/B ORS/BA HANGER DISCLAIMER: CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This drawing is supplied solely to assist in the Scale: NTS 1001-A Rev: 0 PITTSBURG ANTIOCH HWY selection and application of CEMCO products. PITTSBURG, CA 94565 This drawing is generic in nature and should Release: 11/30/11 ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified www.cemcosteel.com Architect or Engineer of Record.

SCALE: N.T.S.

CATEGORY:

SURE-SPAN DETAILS

REV: 0

18: Joist connection: girder-to-girder with simpson strong-tie s/LBV, S/B or S/BA hanger

CONNECTION: GIRDER - TO - GIRDER WITH 18 JOIST SIMPSON STRONG-TIE S/LBV, S/B OR S/BA HANGER DISCLAIMER: CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This drawing is supplied solely to assist in the Scale: NTS 1001-A Rev: 0 PITTSBURG ANTIOCH HWY selection and application of CEMCO products. PITTSBURG, CA 94565 This drawing is generic in nature and should Release: 11/30/11 ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified www.cemcosteel.com Architect or Engineer of Record.

SCALE: N.T.S. CATEGORY:

SURE-SPAN DETAILS

REV: 0

19: Joist connection: joist - steel structural member with simpson strong-tie s/lbv, s/b or s/ba hanger

CONNECTION: JOIST-STEEL STRUCTURAL MEMBER WITH 19 JOIST SCALE: N.T.S. SIMPSON STRONG-TIE S/LBV, S/B OR S/BA HANGER DISCLAIMER:

CATEGORY:

CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This SURE-SPAN Scale: NTS drawing is supplied solely to assist in the DETAILS 1001-A Rev: 0 PITTSBURG ANTIOCH HWY selection and application of CEMCO products. PITTSBURG, CA 94565 This drawing is generic in nature and should Release: 11/30/11 ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified REV: 0 www.cemcosteel.com Architect or Engineer of Record. CEMCO assumes no liability for failure resulting from the use of its drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This RELEASE: 11/30/2011

20: Joist connection: joist - steel structural member with simpson strong-tie s/JCT or s/hjct hanger

CONNECTION: JOIST-STEEL STRUCTURAL MEMBER WITH 20 JOIST SCALE: N.T.S. SIMPSON STRONG-TIE S/JCT OR S/HJCT HANGER DISCLAIMER: CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This drawing is supplied solely to assist in the Scale: NTS 1001-A Rev: 0 PITTSBURG ANTIOCH HWY selection and application of CEMCO products. PITTSBURG, CA 94565 This drawing is generic in nature and should Release: 11/30/11 ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified www.cemcosteel.com Architect or Engineer of Record.

CATEGORY:

SURE-SPAN DETAILS

REV: 0

21: Joist connection: girder - steel structural member with simpson strong-tie s/lbv, s/b or s/ba hanger

CONNECTION: GIRDER-STEEL STRUCTURAL MEMBER WITH 21 JOIST SIMPSON STRONG-TIE S/LBV, S/B OR S/BA HANGER SCALE: N.T.S. DISCLAIMER: CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This drawing is supplied solely to assist in the Scale: NTS 1001-A Rev: 0 PITTSBURG ANTIOCH HWY selection and application of CEMCO products. PITTSBURG, CA 94565 This drawing is generic in nature and should Release: 11/30/11 ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified www.cemcosteel.com Architect or Engineer of Record.

CATEGORY:

SURE-SPAN DETAILS

REV: 0

22: Joist bridging: double strap with stud or track blocking

BRIDGING: DOUBLE STRAP WITH STUD OR 22 JOIST TRACK BLOCKING DISCLAIMER: CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This drawing is supplied solely to assist in the Scale: NTS 1001-A Rev: 0 PITTSBURG ANTIOCH HWY selection and application of CEMCO products. PITTSBURG, CA 94565 This drawing is generic in nature and should Release: 11/30/11 ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified www.cemcosteel.com Architect or Engineer of Record.

SCALE: N.T.S. CATEGORY:

SURE-SPAN DETAILS

REV: 0

23: j oist bridging: double strap with diagonal bridging

23 JOIST BRIDGING: DOUBLE STRAP WITH DIAGONAL BRIDGING SCALE: N.T.S. DISCLAIMER: CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This drawing is supplied solely to assist in the Scale: NTS 1001-A Rev: 0 PITTSBURG ANTIOCH HWY selection and application of CEMCO products. PITTSBURG, CA 94565 This drawing is generic in nature and should Release: 11/30/11 ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified www.cemcosteel.com Architect or Engineer of Record.

CATEGORY:

SURE-SPAN DETAILS

REV: 0

24: joist bridging: strongback bridging with solid blocking

BRIDGING: STRONGBACK BRIDGING WITH 24 JOIST SOLID BLOCKING DISCLAIMER: CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This drawing is supplied solely to assist in the Scale: NTS 1001-A Rev: 0 PITTSBURG ANTIOCH HWY selection and application of CEMCO products. PITTSBURG, CA 94565 This drawing is generic in nature and should Release: 11/30/11 ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified www.cemcosteel.com Architect or Engineer of Record.

SCALE: N.T.S. CATEGORY:

SURE-SPAN DETAILS

REV: 0

25: t rack splice: rim track splice

25 TRACK SPLICE: RIM TRACK SPLICE DISCLAIMER: CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This drawing is supplied solely to assist in the Scale: NTS 1001-A Rev: 0 PITTSBURG ANTIOCH HWY selection and application of CEMCO products. PITTSBURG, CA 94565 This drawing is generic in nature and should Release: 11/30/11 ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified www.cemcosteel.com Architect or Engineer of Record.

SCALE: N.T.S. CATEGORY:

SURE-SPAN DETAILS

REV: 0

26: f loor assembly: 1-1/2 hour/ 1 layer floor assembly, (ul-g556)

ASSEMBLY: 1 1/2 HOUR/ 1 LAYER FLOOR 26 FLOOR ASSEMBLY, (UL - G556) DISCLAIMER: CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This drawing is supplied solely to assist in the Scale: NTS 1001-A Rev: 0 PITTSBURG ANTIOCH HWY selection and application of CEMCO products. PITTSBURG, CA 94565 This drawing is generic in nature and should Release: 11/30/11 ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified www.cemcosteel.com Architect or Engineer of Record.

SCALE: N.T.S. CATEGORY:

SURE-SPAN DETAILS

REV: 0

26A: f loor assembly: 1-1/2 hour/ 1 layer floor assembly (ul-g556), sections “a-a” & “B-B”

ASSEMBLY: 1 1/2 HOUR/ 1 LAYER FLOOR ASSEMBLY 26A FLOOR SCALE: N.T.S. (UL-G556), SECTIONS "A-A" & "B-B" DISCLAIMER: CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This drawing is supplied solely to assist in the Scale: NTS 1001-A PITTSBURG ANTIOCH HWY selection and application of CEMCO products. Rev: 0 PITTSBURG, CA 94565 This drawing is generic in nature and should Release: 11/30/11 ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified www.cemcosteel.com Architect or Engineer of Record.

CATEGORY:

SURE-SPAN DETAILS

REV: 0

27: f loor assembly: 2 hour/ 1 layer floor assembly, (ul-g557)

ASSEMBLY: 2 HOUR/ 1 LAYER FLOOR 27 FLOOR ASSEMBLY, (UL - G557) DISCLAIMER: CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This drawing is supplied solely to assist in the Scale: NTS 1001-A Rev: 0 PITTSBURG ANTIOCH HWY selection and application of CEMCO products. PITTSBURG, CA 94565 This drawing is generic in nature and should Release: 11/30/11 ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified www.cemcosteel.com Architect or Engineer of Record.

SCALE: N.T.S. CATEGORY:

SURE-SPAN DETAILS

REV: 0

27A: f loor assembly: 2 hour/ 1 layer floor assembly (ul-g557), sections “A-A” & “b-b”

ASSEMBLY: 2 HOUR/ 1 LAYER FLOOR ASSEMBLY 27A FLOOR (UL-G557), SECTIONS "A-A" & "B-B" DISCLAIMER: CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This drawing is supplied solely to assist in the Scale: NTS 1001-A PITTSBURG ANTIOCH HWY selection and application of CEMCO products. Rev: 0 PITTSBURG, CA 94565 This drawing is generic in nature and should Release: 11/30/11 ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified www.cemcosteel.com Architect or Engineer of Record.

SCALE: N.T.S.

CATEGORY:

SURE-SPAN DETAILS

REV: 0

28: f loor assembly: 2 hour/ 1 layer floor assembly, (ul-g559)

ASSEMBLY: 2 HOUR/ 1 LAYER FLOOR 28 FLOOR ASSEMBLY, (UL - G559) DISCLAIMER: CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This drawing is supplied solely to assist in the Scale: NTS 1001-A PITTSBURG ANTIOCH HWY selection and application of CEMCO products. Rev: 0 PITTSBURG, CA 94565 This drawing is generic in nature and should Release: 11/30/11 ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified www.cemcosteel.com Architect or Engineer of Record.

SCALE: N.T.S. CATEGORY:

SURE-SPAN DETAILS

REV: 0 RELEASE: 11/30/2011

28A: f loor assembly: 2 hour/ 1 layer floor assembly (ul-g559), sections “A-A” & “b-b”

ASSEMBLY: 2 HOUR/ 1 LAYER FLOOR ASSEMBLY 28A FLOOR (UL-G559), SECTIONS "A-A" & "B-B" DISCLAIMER: CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This drawing is supplied solely to assist in the Scale: NTS 1001-A PITTSBURG ANTIOCH HWY selection and application of CEMCO products. Rev: 0 PITTSBURG, CA 94565 This drawing is generic in nature and should Release: 11/30/11 ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified www.cemcosteel.com Architect or Engineer of Record.

SCALE: N.T.S.

CATEGORY:

SURE-SPAN DETAILS

REV: 0

29: f loor assembly: 2 hour/ 1 layer floor assembly (ul-G580)

ASSEMBLY: 2 HOUR/ 1 LAYER FLOOR ASSEMBLY 29 FLOOR (UL - G580) DISCLAIMER: CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This drawing is supplied solely to assist in the Scale: NTS 1001-A Rev: 0 PITTSBURG ANTIOCH HWY selection and application of CEMCO products. PITTSBURG, CA 94565 This drawing is generic in nature and should Release: 11/30/11 ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified www.cemcosteel.com Architect or Engineer of Record.

SCALE: N.T.S.

CATEGORY:

SURE-SPAN DETAILS

REV: 0

29A: f loor assembly: 2 hour/ 1 layer floor assembly (ul-g580), sections “A-A” & “B-b”

ASSEMBLY: 2 HOUR/ 1 LAYER FLOOR ASSEMBLY 29A FLOOR (UL-G580), SECTIONS "A-A" & "B-B" DISCLAIMER:

SCALE: N.T.S.

CATEGORY:

CEMCO assumes no liability for failure resulting from the use of it's drawings, or for failure resulting from the use of alternate materials, or improper application or installation. This SURE-SPAN Scale: NTS drawing is supplied solely to assist in the DETAILS Rev: 0 PITTSBURG ANTIOCH HWY selection and application of CEMCO products. 1001-A PITTSBURG, CA 94565 This drawing is generic in nature and should Release: 11/30/11 ENG. DEPT. 925.473-9340 not be used in design or construction without FAX 925.473.9124 an independent evaluation by a qualified REV: 0 www.cemcosteel.com Architect or or Engineer of Record. CEMCO assumes no liability for failure resulting from the use of its drawings, for failure resulting from the use of alternate materials, or improper application or installation. This RELEASE: 11/30/2011

Corporate Headquarters & Main Manufacturing Facility

Northern California Manufacturing Facility

Denver Colorado Manufacturing Facility

Ft. Worth Texas Manufacturing Facility

263 North Covina Lane City of Industry, CA 91744

1001-A Pittsburgh Antioch Hwy Pittsburgh, CA 94565

490 Osage Street Denver, CO 80204

8600 Will Rogers Blvd Ft. Worth, TX 76140

Phone: 800.775.2362 Fax: 626.330.7598

Phone: 925.473.9340 Fax: 925.473.9341

Phone: 303.572.3626 Fax: 303.572.3627

Phone: 817.568.1525 Fax: 817.568.2759

www.cemcosteel.com For more information, please contact CEMCO technical services at 800-416-2278 This technical information reflects the most current information available and supersedes any and all previous publications effective May 1, 2014. #VSB0000000

SURE-BOARD ...For shear

Improve the quality of your next framing project with Sure-Board ®

The revolutionary Sure-Board ® improves quality and successfully eliminates shear wall problems often encountered in the framing and construction process.

new image

Sure-Board Series 200 and 200W The Sure-Board® Series 200 and 200W Structural Shear Panels are Patented, ICC and City of Los Angeles approved products. The Series 200 is manufactured with a single 22 gage galvanized sheet of steel laminated to any manufactured version of gypsum panel with a water based PVA adhesive to create an incredibly STRONG shear panel that is 1 and 2 hour fire approved. Series 200W is also a Structural Shear Panel with one Dynamic difference. Since 200W is laminated to 1/8” MDF (medium density fiberboard) the attachment can be with nails or screws. This allows 200W to be attached to WOOD or STEEL framing members with exceptional results. 200W is used as a substrate shear panel and can be installed in the field or in a panelized process, saving even more time in the field. And as we all agree, TIME is MONEY.

Replace your Present Shear Panels with Sure-Board ® Today The use of cross bracing, brace frames and plywood sheathing are the commonly used methods of our time. For the first time you can reduce your INSTALLED COSTS relating to lateral shear by as much as 30%. Don’t hesitate, you need to make the change TODAY. Sure-Board® is a 22 gauge steel sheet and 1/8" medium density fiberboard. ® Sure-Board is applied only on the section of wall that requires shear.

Sure-Board® Series 200W for wood or steel

2X BOTTOM PLATE HAS BEEN TESTED AND APPROVED ON ALL WOOD FRAMED SHEAR WALLS.

Sure-Board® 200 and 200W require no additional furring of the interior and exterior surfaces. The Series 200W when used as shear panels on Wood framing, require only a 1 1/2” thick bottom plate per the tested and approved assemblies. This item alone reduces the cost of cutting all of the studs and posts and reduces the labor time of framing on the first floor shear walls FOREVER!

Sure-Board ® is available through California Expanded Metal Products, Inc., (CEMCO)

Founded in1974, CEMCO is recognized as the largest manufacturer of steel framing and metal lath systems in the Western United States.

Performance of Sure-Board ® Sure-Board® has the highest tested strength to resist lateral load as well as significantly reduced lateral movement available with shear panel sheathing TODAY. Our patented products guarantee these tested results for our customers. Sure-Board® has been tested with rigorous reverse cyclic testing protocol, unlike the accepted monotonic method used in the past. Our results are guaranteed to provide you with the safest and most reliable earthquake protection available. Our Series 200W has the ability to produce a wood framed shear wall that can perform far beyond anything that has been built in the past. Design your buildings with Sure-Board ® “for Shear” TODAY.

Reduced Costs and Stronger W alls using Sure-Board ® Sure-Board® Series 200 and 200W have revolutionized the Wood and Light Gage framing industry. The reduced Installed Costs of SureBoard ® can also save time during the construction phase. Sure-Board® has exceptional resistance to earthquake as well as unequaled 1 and 2 hour fire performance. Use Sure-Board® Series 200 and 200W on all of your Future Projects “for Shear”. Sure-Board® Series 200

Sure-Board® is a steel sheet and gypsum board composite. Sure-Board® has a smooth gypsum board facing. ® Sure-Board is applied only on the section of wall that requires strength.

With over 125 years combined experience in the manufacturing and marketing of steel products, there is no question why architects specify and contractors alike, request CEMCO products on more projects than any other manufacturer. CEMCO’s commitment to quality and service has awarded them some of the most prestigious projects ever built. CEMCO provided all of the steel framing and lath products for the most talked about construction project this century; The Getty Museum. 4.4 million feet of steel studs and track were produced and not one shipment was missed or one quality complaint received. More recently, over 3 million Sq. ft. of Sure-Board® structural panel were used on the West Coast alone.

Sure-Board ® is

quickly becoming the shear panel of choice on many large steel and wood framing projects in the United States. CEMCO distributes their products throughout the

22GA. SHEET STEEL BONDED TO WALLBOARD

Western United States, Canada, Mexico and the Pacific Rim.

GYPSUM WALLBOARD OR APPROVED FACE MATERIAL BACK-TO-BACK LIGHT GAUGE STEEL END POSTS

CUT-OUT FOR ELECTRICAL OUTLETS

CEMCO products are available through a network of national building material dealers. We also continue to work very closely with the contractors for technical assistance, specifications, and submit-

STANDARD GYPSUM WALLBOARD INSTALLS ADJACENT TO ® SURE-BOARD FOR A SMOOTH UNINTERRUPTED FINISH

tals to ensure that quality and service remain HOLDOWN DEVICE AT END POSTS

synonymous with the CEMCO name.

Stud: 2 by 4 Stud Grade DF End post: 4 by 4 No. 1 DF Sil and top plate: 2 by 4 Construction Grade DF

2,211

For Sl: 1 inch = 25.4 mm, 1 lb/linear foot - 0.0146 N/mm.

Framing

WOOD

0.90

0.330

2,382

2.79

0.475

For Shear

0.55

0.82

—

1,405

—

1,545

1,925

—

0.10

0.11

—

Load (lb/linear foot

—

0.13

0.11

2,895

2,145

1,730

Load (lb/linear (inch) foot

1.01

0.97

0.70

0.20

0.16

0.14

(inch) (inch)

1.24 1.98

5,085

0.83

0.70

(inch)

3,460

2,360

1,915

Load (lb/linear foot

2,6

0.46

0.18

0.13

0.12

(inch)

Framing

For Shear

Pending

Denver Manufacturing Facility 490 Osage Street • Denver, CO 80204 (303) 572-3626 • Fax (303) 572-3627

www.cemcosteel.com

ICBO ES ER-5762 LARR #25563

0.79

2,168 5,102

18-Ga. (0.043 in.) 14-Ga. (0.071 in.) 2 Sided

0.491

0.200

0.290

0.340

Lateral Displacement

SURE-BOARD® STANDARDS & SPECIFICATIONS The Sure-Board® Series 200 Structural Panel is fabricated from 5/8" thick or 1/2" thick Type X gypsum board complying with ASTM C36-97, or Exterior Gypsum Sheathing having an exterior water repellant paper and water resistant treated core gypsum sheathing, complying with ASTM C79-97, also approved glassmat gypsum substrate ASTM C1177 and fiber reinforced gypsum panels ASTM C1278, and 200W with composite MDF, laminated with water soluble adhesive to sheet steel. The sheet steel is No.22 gauge (0.027", 27 mil) base metal thickness complying with ASTM A653, Grade 33, and hot-dipped galvanized coating conforming to ASTM A653 and A924. Panel is available in standard 8, 10, and 12 ft. lengths. The Sure-Board® panel is identified with a label located on top right or bottom left hand corner on the metal facing. Sure-Board® shear panel is available with other types of sheathing board, as well as special lengths upon request. FASTENERS SPECIFICATIONS Fasteners used to attach the Sure-Board® Series 200 Panel to steel framing are self-drilling 3/4" long drilltip bugle head screws having a minimum #6 shank diameter (0.138"), minimum 0.3145" head diameter and 1 1/4" long, complying with SAE J78 and ASTM C954. 200W Panel on steel studs require the use of #10 screws as tested. Screw fastener head may be flush with the panel surface and penetrate into the cold-formed steel-framing member a minimum of three exposed threads. Fastener must be installed at a minimum 3/8" edge distance. Sure-Board® Series 200W panels on wood framing are fastened with 10D ring shank or 10D smooth ply nails, as tested. STEEL AND WOOD STUD SPECIFICATION Steel studs used for shear walls are C-shaped, with a minimum 1 5/8-inch flange and 1/2-inch return lip. Steel track shall have a minimum 1 1/4-inch flange. Steel studs are fabricated from 14 gauge (0.071"), 16 gauge (0.054") steel complying with ASTM C653 Grade 50. 18 gauge (0.043") and 20 gauge (0.033") steel complying with ASTM C653 Grade 33. Wood studs are 2x4 #2 or stud grade D.F., end posts 4x4 #1 D.F., as tested (actual shear wall to be specifically engineered). Full scale reverse cyclic testing demonstrates strengths well in excess of those achieved with plywood or sheet metal only diaphragms.

Sure-Board® Series 200 & 200W Information Table

These values are for short-term loads due to wind or earthquake. The screws are described in Section 2.2.2 and are installed in accordance with Section 2.4 in ICC ES ER-5762. All panel edges must be blocked. Panels are installed vertically. Fasteners must be spaced a minimum of 6 inches on center along field framing members. 4 Tabulated values are for panels applied to one side and two sides of a wall. 5 For allowable stress design (ASD) loads, the tabulated load values must be divided by the safety factor of 2.5. For load and resistance factor design (LRFD) loads, the tabulated resistance values must be multiplied by 0.55. 6 Snom=nominal strength = Lateral displacement at Snom = Lateral displacement at Snom, where (resistance factor) = 0.55 9 Section 2.2.3 in ICC ES ER-5762, describes minimum base metal thickness associated with gages.

2.09

1.14

0.96

2,755 2,704

Lateral Displacement

14-Ga. (0.071 in.)

Snom4,5,6 Load

#10 SCREW SPACING AT PANEL EDGES AND FIELD 2/6, INCHES ON CENTER2,3

16-Ga. (0.054 in.)

Minimum Gage9

STEEL FRAMING

For Sl: 1 inch = 25.4 mm, 1 lb/linear foot - 0.0146 N/mm. 1

Framing

STEEL

TABLE - NOMINAL SHEAR RESISTANCE TO WIND OR EARTHQUAKE FORCES AND DISPLACEMENT (Inches) FOR SHEAR WALLS WITH SURE-BOARD® SERIES 200W 1 STRUCTURAL PANELS ATTACHED TO METAL STUDS AT 16" O.C. WITH #10 SCREWS

Series 200W

SURE-BOARD®

Corporate Offices & Main Production Plant 263 N. Covina Lane • City of Industry, CA 91744 (800) 775-2362 • Fax (626) 330-7598

Northern California Manufacturing Facility 1001-A Pittsburg Antioch Hwy. • Pittsburg, CA 94565 (925) 473-9340 • Fax (925) 473-9341

www.sureboard.com

Sure-Board U.S. Patent #5,768,841 • ICC ES ER-5762 Series 200 • ICC ES ER-6151 Series 200W ® MORE INFORMATION ON SURE-BOARD

These values are for short-term loads due to wind or earthquake. The screws are described in Section 2.2.2 and are installed in accordance with Section 2.4 in ICC ES ER-5762. Tabulated values are for panels applied to one side and two sides of a wall. 4 For allowable stress design (ASD) loads, the tabulated load values must be divided by the safety factor = 2.5. For load and resistance factor design (LRFD) loads, the tabulated load values must be multiplied by the resistance factor = 0.55. 5 Section 2.2.3 in ICC ES ER-5762, describes minimum base metal thickness associated with gages. 6 All panel edges must be blocked. Panels are installed vertically. Fasteners must be spaced a maximum of 12 inches on center along intermediate framing members. = approximate deflection at nominal load. = approximate deflection at design load.

—

0.97

0.70

(inch)

FASTENER SPACING A PANEL EDGES, INCHES ON CENTER

(inch) (inch)

1,085

Load (lb/linear foot

14-Ga. (0.071 in) 2-Sided

20 (0.033 in) 18 (0.043 in) 16 (0.054 in)

Minimum Gage5

FRAMING

For Sl: 1 inch = 25.4 mm, 1 lb/linear foot - 0.0146 N/mm.

ICBO ES ER-5762 LARR #25461

STEEL

TABLE – NOMINAL SHEAR RESISTANCE TO WIND OR EARTHQUAKE FORCES AND DEFLECTION (Inches) ® FOR SHEAR WALLS WITH SURE-BOARD SERIES 200 STRUCTURAL PANELS 1 ATTACHED TO LIGHT GAUGE STEEL STUDS WITH SCREWS (pounds per foot)

Series 200

SURE-BOARD

These values are for short-term loads due to wind or earthquake. The nails are described in section 2.2.2, and are installed in accordance with section 2.4 in ICC ES ER-6151. All panel edges must be blocked. Panels are installed vertically. Fasteners must be spaced a minimum of 6 inches on center along field framing members. 4 Tabulated values are for panels applied to one side and two sides of a wall. 5 For allowable stress design (ASD) loads, the tabulated load values must be divided by the safety factor of 3.0. For load and resistance factor design (LRFD) loads, the tabulated resistance values must be multiplied by 0.55. 6 NCP represents values without compression posts installed. 7 Snom=nominal strength = Lateral displacement at Snom = Lateral displacement at Snom, where (resistance factor) = 0.55

10d NAIL SPACING AT PANEL EDGES AND FIELD, INCHES ON CENTER2,3

TABLE - NOMINAL SHEAR RESISTANCE TO WIND OR EARTHQUAKE FORCES AND DISPLACEMENT (Inches) FOR SHEAR WALLS WITH SURE-BOARD® SERIES 200W 1 STRUCTURAL PANELS ATTACHED TO DF STUDS AT 16" O.C. WITH 10D NAILS

For Shear

ICC ES ER-6151 LARR #25576

4/6 2/6 2/6 NCP *2/6 TWO SIDED Stud: 2 by 4 No. 2 DF 8 9 8 9 8 9 8 9 Snom4,5,7 Snom4,5,7 Snom4,5,7 Snom4,5,7 End post: Nominal Nominal Nominal Nominal 4 by 4 No. 1 DF Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Shear Shear Shear Shear *4 by 6 No. 1 DF Sill and top plate: Resistance Displacement Displacement Resistance Displacement Displacement Resistance Displacement Displacement Resistance Displacement Displacement 2 by 4 standard DF (inches) (inches) (inches) (inches) (inches) (inches) (inches) (inches) (plf) (plf) (plf) (plf) *2 by 4 Timberstrand bottom plate 1,453 1.74 0.331 4,920 1.85 0.552

FRAMING

Series 200W

SURE-BOARD®

Rev. 10/05

Everyone WINS with... ®

The Framing Standard for All Wall openings

ER-0286 ProXHeader

A Superior Header System that provides a winning combination of Simple Code Compliance, Easy Member Selection Fast Installation.

ARCHITECTS win with a Code Compliant Header verified by IAPMO ER-0286, including “drop-in” header schedules. ProX Header delivers the strongest & smoothest finished walls for building owners. LEED points available.

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The Framing Standard for ALL WALL OPENINGS.

ENGINEERS win with verified “Project Specific” design load tables. Simply select the header schedule that matches your IP and SDS and post it to your framing details plan sheet. CAD and BIM files provided.

FRAMING CONTRACTORS win with one-man fast installation using the only single piece header in the industry. No more labor-intensive field fabrication of box headers. No additional track. Following trades win too!

Introducing the. . . ProX Instant Access User Guide Immediate on-line access to all the information you need to specify and install ProX Header is available: either on your mobile device or at your desk. Scan the QR code (left) or type in the URL to see how to use the ProX User Guide.

ER-0286

TheCHOOSE ProX Header System Advantage WHY PROX HEADER SIMPLE CODE COMPLIANCE ENGINEERED FOR STRENGTH FAST INSTALLATION The ProX Header System Advantage SIMPLE CODE COMPLIANCE

Scan QR or type in URL: www.proxhdr.com/simple

Download a FREE QR Reader App http://gettag.mobi

The Framing Standard for ALL WALL openings.

Before you design, specify, or install a header system, ask these important questions;

Engineered like no other Header ... Y-AXIS

X-AXIS

Does the header design being considered ...

• Meet IBC 2012 / CBC 2013 building codes ? • Provide easy installation and inspection ? • Provide a quality smooth drywall finish ? • Work in every wall opening condition ? • Install without welds or material buildups ? • Install without additional tracks ? Choose to win with ProX Header.

... Stronger by Design When viewed in a cross section the strength of the ProX Header is clear. The modified “W” shape and unique channels create 14 bends and angles, which gives this single piece of light gauge steel superior “Y” and “X” axis properties. It’s design also features built-in receiving legs for easy cripple stud attachment without the need for additional members like all other header designs.

Once you Consider all the advantages of ProX Header, you’ll agree its the winning choice. The finished ProX assembly provides a flush framing surface There is no field fabrication, hand cuts, material buildups or welds that create problems for the finishing trades that follow. The smooth surface enables easier drywall installation, taping, and painting, thus providing the best quality finish for the building owner. The ProX Header system is also efficient for overhead, long span mechanical openings. A standard header solution for all wall openings.

See detailed information and points from the adjacent chart Download a FREE QR Reader App http://gettag.mobi

See the advantages of ProX Header over the other systems or view from your desktop at: www.proxhdr.com/proxvsbltup

Cripple Stud

The exploded assembly shows just how simple the ProX Header System is. The internal clip allows the ProX member to “Snap and Hold-in-Place” for fast installation and transfers loads to the vertical jamb studs. ProX is the fastest, easiest and the lowest installed cost system for all rough openings. Code compliance is easily achieved when the ProX Header is used.

Wide Flange Jamb Stud

A Winning Design... Installation is Consistent, Fast, & Easy

ProX is the only single piece header system in light gauge metal framing.

ProX ClipTM

Extra Strength is a SNAP! When wider spans (8’-plus) are required load values are met by simply snapping an optional ProX Insert member into the ProX Header outer member to form a stronger assembly.

r®

X Pro

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Watch ProX Header Component Assembly

See how simply the system components assemble to form a stronger header. www.proxhdr.com/sectprops

Once you Consider all the advantages of ProX Header, you’ll agree its the winning choice.

ProX Header has Clear Advantages over other Designs Different Gauges (for load requirements) Single Piece Design Lowest Installed Cost Flush Framing with No Build-up No Additional “Cripple Stud” Receiving Track Needed No Build-up at Connection Points Spans from 3’ to 12’ with a Single Piece IBC 2012 - Code Compliant Header - CBC 2013 IAPMO “Verified” Schedules and Span Tables Easily Insulates in place

Built-Up

Wide Flange

Single 1.5”

ProX Header 4pc Header RED Header Track Header

l l l l l l l l l l

BEWARE: Single track headers over 2-1/2 feet DO NOT meet the code minimum of 5 psf for interior walls over 12-feet tall.

Features

SmartPhone TM

The Framing Standard for All Wall openings.

The Framing Standard for ALL WALL OPENINGS. ER-0286

速

ER-0286 ProXHeader

TheCHOOSE ProX Header System Advantage WHY PROX HEADER

Welcome to the ProX Header Instant Access User Guide. An information delivery system that provides instant access to information you need: when and where you want it. Delivered to your mobile device, or at your desk.

SIMPLE CODE COMPLIANCE

Download a FREE QR Reader App http://gettag.mobi

ENGINEERED FOR STRENGTH FAST INSTALLATION The ProX Header System Advantage SIMPLE CODE COMPLIANCE

Scan these QR Codes to see why ProX Header is your best choice... Simple, Easy, & Fast.

Thechoose ProX Header System Advantage Why prox header

Simple, Easy, & Fast See how Architects, Engineers, and Contractors benefit. www.proxhdr.com/simple

simple / easy / fast engineered for strength prox vs built-up header

IBC-2012 / CBC-2013 Explained ProX offers simple code compliance information and downloads. www.proxhdr.com/ibccbc

Engineered for Strength See how the engineered ProX shape is stronger by design. www.proxhdr.com/engineered

The ProX Header System Advantage SIMPLE Code compliance IBC-2012 / cbc-2013 - explained IAPMO er-0286 - verified

ProX vs Built-Up Header A detailed explanation with comparative images and charts. www.proxhdr.com/proxvsbltup

prox selection schedules

IAPMO ER-0286 Verified Third Party Evaluation report available here. PDF www.proxhdr.com/iapmo

prox section properties Master format specification

Design Criteria Explained A pointed explanation of how to identify the design criteria of your project. www.proxhdr.com/desgncrtria

easy member selection

ProX Span Tables Pre-approved header selection schedule tables available. PDF www.proxhdr.com/schedules

design criteria - explained prox selection schedules

Details & Plans in CAD / BIM Drawings, details, and plans available in PDF, CAD, and BIM format. www.proxhdr.com/detailsplans

product identification details & plans - cad/bim online member selctr - How-to

ProX Fast Installation Simple & Fast one-man installation that is far more cost efficient. www.proxhdr.com/instal Total Installed Costs ProX is proven faster and more cost efficient than any other header product. www.proxhdr.com/costs

Steel Framing and Metal Lath

On-Line Member Selector An introduction and explanation of how to use the Member Selector. www.proxhdr.com/membrselctr

fast installation prox installation - How-to Prox components assembly installation comparison installed costs

ProX Header速 is a registered trademark of Brady Innovations, LLC. US Patent Nos. 6,799,408: 7,178,695: 7,730,695 & 8,281,544 are owned by Brady Innovations, LLC

Contact CEMCO for details and complete technical support 800-775-2362 Got a New Product Idea for Metal Framing?

Turn it into a reality... Contact the inventor directly at www.bradyinnovations@gmail.com

Building a Better Way.

Life safety assurance for modern building designs

Shaft Wall Systems

Walls that enclose elevator shafts, stairwells and other vertical shafts are the lifeline of a building. Should a fire occur, firefighters control the use of elevators, leaving stairwells as the only means for occupant egress or rescue within the building. Since these walls are an important part of the building, they must have the strength to withstand lateral loads and provide needed fire protection.

High-Performance Shaft Walls

User’s Guide

This brochure explains: – What a shaft wall system comprises – The different applications where shaft wall systems can be used – How to select and specify the appropriate components of a shaft wall system

Pages

Applications

Components

Performance Testing

Understand Your System

Select Your System

Overview

Performance Selector

Limiting Heights

Solid Shaft Wall

Limiting Spans

Design Your System

Design Details

Specify Your System

Application Guide Specifications

For More Information

Technical Service 800 USG.4YOU

Websites usg.com usgdesignstudio.com

Good Design Practices

3 USG Shaft Wall Systems

Overview

USG shaft wall systems are non-loadbearing gypsum wall partition assemblies constructed from outside the shaft at each floor. Shafts are enclosed early in construction, and the walls are finished later, along with interior partitions. Installation is quick and easy, using components and application procedures familiar to drywall contractors. This system installs faster than other multilayer gypsum panel systems because it is installed from one side, leaving the shaft free of scaffolding. The assemblies are constructed of gypsum liner panels friction-fitted into C-H studs in a progressive manner, with gypsum panels, gypsum fiber panels or cement board applied to the face.

Typical Shaft Wall Assembly Utility chase USG C-H stud 1" Sheetrock gypsum liner panels 1" Sheetrock Mold Tough liner panels 1" Sheetrock glass-mat liner panels USG J-runner Two USG J-runners 1" Sheetrock liner panels USG C-H stud Sheetrock gypsum panels

Sheetrock gypsum panels Elevator shaft Elevator shaft door frame Elevator car

4 USG Shaft Wall Systems

Applications

Use USG shaft wall systems to construct elevator shafts, mechanical shafts, stairwells, air return shafts and horizontal membranes. These shafts are vital for vertical communication, power, water, fresh air, exhaust and a means of egress.

Walls

Intermittent Air Pressure Loads

Elevator shafts

Stair shafts

Ideal for elevator shafts since the walls can be constructed Accommodates stair shafts by allowing both sides of

from one side, leaving the shaft free of scaffolding. This

the wall to be finished when required. For added abuse

allows elevator equipment to be installed simultaneously.

resistance in stairwells, face layer panels can be

substituted with Fiberock abuse-resistant panels.

Intermittent Air Pressure Loads

Sustained Pressure Loads

Mechanical shafts

Air shafts (unlined)

Vertical HVAC piping and ductwork can easily be

The system can also be used for vertical air shafts

contained within the system, as well as allowing for wall

within the building. Shafts can be unlined when specific

penetrations when required.

conditions are met. Unlined shaft walls can accommodate

sustained air pressure up to 10 psf.

5 USG Shaft Wall Systems

Applications

Walls

Solid Shafts

Horizontal Stud Shafts

Solid shafts are normally used in areas where a small

For certain applications, equipment limitations sometimes

section of shaft wall is needed for a single vertical pipe

make it difficult to install shaft liner panels and studs

penetration. The solid shaft is structurally limited to a

vertically. This is true for walls separating shafts when there

height of 12 feet, since the system has no studs.

is only a structural beam provided for supporting the wall.

Ceilings

Shaft Wall Ceiling Membrane

The system can also be installed horizontally when a

horizontal fire-rated membrane is required. For one-

and two-hour fire ratings refer to ICC Evaluation Report

NER-258 or Progressive Engineering Report AER-09038.

6 USG Shaft Wall Systems

Components

USG shaft wall systems have been comprehensively tested for fire resistance ratings only when all of the system components are used together. Substitutions of any of the components are not recommended and are not supported by USG. Refer to the appropriate product material safety data sheet for complete health and safety information. Gypsum Liner Panels

Sheetrock® Brand Gypsum Liner Panels

– High-performance panels have a noncombustible core encased in a water-resistant 100% recycled green face and

– Underwriters Laboratories (UL)/Underwriters Laboratories Canada (ULC) Classified for fire resistance

– Panels are 1" thick and 24" wide with beveled edges

– Refer to product submittal sheet WB2278 for more information

Sheetrock® Brand Mold Tough™ Gypsum Liner Panels

– High-performance panels have a noncombustible and moisture- and mold-resistant gypsum core enclosed in a

back paper

moisture- and mold-resistant, 100% recycled blue face and back paper

– UL/ULC Classified as to fire resistance

– Panels are 1" thick and 24" wide with beveled edges

– Refer to product submittal sheet WB2389 for more information

Sheetrock® Brand Glass-Mat Liner Panels

– High-performance panels have a noncombustible and moisture- and mold-resistant gypsum core enclosed in

– Can be left exposed for up to 12 months

– UL/ULC classified as to fire resistance

– Panels are 1" thick and 24" wide with beveled edges

– Refer to product submittal sheet WB2483 for more information

Gypsum Panels and Cement Board

Sheetrock® Brand Firecode® Core Gypsum Panels

– Available in 5/8" thickness, 4' width

– Refer to product submittal sheet WB1473 for more information

Sheetrock® Brand Firecode® C Core Gypsum Panels

– Provide improved fire resistance over standard Firecode panels because of additives that enhance integrity of the core

a moisture- and mold-resistant glass mat on both sides

– All of the advantages of regular panels with additional resistance to fire

under fire exposure

– Available in 5/8" and 1/2" thicknesses, 4' width

– Refer to product submittal sheet WB1473 for more information

7 USG Shaft Wall Systems

Components

Sheetrock® Brand Mold Tough™ Firecode® Core Gypsum Panels

– Panels have a noncombustible, moisture- and mold-resistant gypsum core encased in a moisture- and mold-resistant,

– Tapered long edges for easy finishing

– Available in 5/8" thickness, 4' width

– 5/8" panels are UL Classified for fire resistance

– Refer to product submittal sheet WB2390 for more information

100% recycled green face and brown back papers

Sheetrock® Brand Ultracode® Core Gypsum Panels

– 3/4"-thick panels require fewer layers of gypsum panels in approved designs when used with steel studs and mineral

– Available in 4' width

– Refer to product submittal sheet WB2167 for more information

Sheetrock® Brand Mold Tough™ Ultracode® Core Gypsum Panels

– 3/4" panels have a noncombustible moisture- and mold-resistant gypsum core encased in moisture- and mold-

– UL Classified as to fire resistance, surface-burning characteristics and noncombustibility

– Refer to product submittal sheet WB2388 for more information

wool insulation

resistant green face and brown back papers

Durock® Cement Board

– Water-durable, mold-resistant substrate for high-moisture areas

– Refer to product submittal sheet CB399 for more information

Fiberock® Abuse-Resistant Interior Panels

– Resist denting, breaking and puncturing, even in high-traffic areas

– Excellent fire resistance

– Made from 95% recycled materials

– Refer to product submittal sheet F102 for more information

Fiberock® Aqua-Tough™ Interior Panels

– Used only for wall designs

– Increased resistance to abrasion, indentation and penetration

– Made from 95% recycled materials

– Refer to product submittal sheet F134 for more information

Imperial® Firecode® Core and Firecode® C Core Gypsum Base

– Large size, rigid base for fire-rated gypsum veneer plaster systems

– Designed for direct or resilient attachment to wood or steel framing

– Multilayered laminated face paper to control water absorption and resist sag

– Refer to product submittal sheet P790 for more information

8 USG Shaft Wall Systems

Steel Framing

USG Steel J-Runner (JR)

USG Steel C-H Stud (CH) 11/2" 21/2", 4", 6"

2" 1"

13/8" 21/2", 4", 6" 7/32"

USG Steel Jamb-Strut (JS)

USG Steel E-Stud (ES) 1"

1" 21/2"

21/2", 4", 6"

4", 6"

3/8"

3/4"

Thickness–Steel Framinga Components Design Thicknessb Style in. CH, ES 0.0188 JR 0.0239 CH, ES, JR, JS 0.0359

Structural Properties–Steel Framing Components Component Product Average Weight and Size Identification (lb./lin. ft.) 2-1/2" C-H Stud 212CH-18 0.5186 212CH-34 0.998 4" C-H Stud 400CH-18 0.6118 400CH-34 1.243 6" C-H Stud 600CH-34 1.366 Double 6" E-Stud 600ES-18 1.546 600ES-34 2.372 2-1/2" J-Runner 212JR-23 0.448 212JR-34 0.670 4" J-Runner 400JR-23 0.573 400JR-34 0.857 6" J-Runner 600JR-23 0.740 600JR-34 1.107 2-1/2" Jamb Strut 212JS-34 0.818 4" Jamb Strut 400JS-34 1.006 6" Jamb Strut 600JS-34 1.256

mils 18 22 33

Minimum Thickness in. mils 0.0179 18 0.0227 23 0.0341 34

Area (sq. in.) 0.1524 0.2910 0.1798 0.3433 0.4227 0.3982 0.6364 0.1346 0.2039 0.1705 0.2577 0.2183 0.3295 0.2398 0.2936 0.3654

Ix (in.4) 0.129 0.239 0.383 0.730 1.998 2.004 3.400 0.117 0.192 0.351 0.574 0.937 1.523 0.226 0.647 1.673

ga. 25 24 20

Sxc (cu. in.) 0.093 0.1741 0.162 0.318 0.569 0.628 1.094 0.085 0.130 0.163 0.251 0.295 0.457 0.143 0.270 0.485

Allowance Design Stress (ksi) 19.8 24.0 19.8 24.0 24.0 20.00 20.00 3.00 4.96 3.00 4.96 3.00 4.96 3.00 3.00 3.00

Note (a) Studs and runners comply with ASTM C645. (b) Properties of steel framing members have been calculated in conformance with ANSI Specification for the Design of Cold-Formed Steel Structural Members, 1996 edition. (c) Full section modulus to be used with corresponding design stress.

9 USG Shaft Wall Systems

Components

Interior Finishing Products

Sheetrock® Brand Acoustical Sealant

– Superior performance as a fire caulk in UL-classified joint systems

– Minimizes whistling and dirt accumulation due to air movement when applied to partition perimeter and penetrations

– Refer to product submittal sheet J678 for more information

Sheetrock® Brand First Coat

– A flat latex paint formulated to provide a superior first (prime) coat over interior gypsum board and concrete surfaces

– Equalizes porosity and surface texture differences to provide greater uniformity of finish coat

– Refer to product submittal sheet J1095 for more information

Sheetrock® Brand All Purpose Joint Compound

– Versatile performer: tape, finish, texture, laminate or skim coat

– Combines single-package, ready-mixed convenience with good taping and topping performance

– Refer to product submittal sheet J60A for more information

Sheetrock® Brand Plus 3™ Lightweight All Purpose Joint Compound

– Weighs up to 30% less than conventional compounds and sands with the ease of a topping compound

– With very low shrinkage, it requires only two coats over metal, such as corner beads and fasteners

– Refer to product submittal sheet J498A for more information

Sheetrock® Brand Tuff-Hide™ Primer-Surfacer

– A high solids, vinyl, acrylic latex-based coating for interior spray application over new drywall

– Single spray application provides the same results achieved using a typical two-step process of skim coating surfaces

– Saves time and money

– Refer to product submittal sheet J1691 for more information

Sheetrock® Brand Paper Faced Metal Bead and Trim

– Cost-effective, problem-free, beautiful corners

– Superior solution to edge cracking and chipping

– Refer to product catalog J1424 for more information

with joint compound followed by a coat of primer

10 USG Shaft Wall Systems

Performance Testing

USG shaft wall systems provide superior safety and performance for an important building component. Performance Tests

USG shaft wall systems result from a program of extensive testing and continuous improvements to help you achieve the superior performance that your project demands. Systems provide up to four-hour fire resistance and sound ratings up to 52 STC, and resist both sustained and intermittent lateral loads and fatigue under cyclic lateral loading.

Testing Methods

All USG products and systems undergo exhaustive testing to ensure that they meet exacting standards. USG products are classified as to fire resistance and fire-hazard properties. As part of this protocol, Underwriters Laboratories (UL) periodically audits production of these materials to ensure compliance with necessary properties. UL is an independent, not-for-profit organization that has tested products for public safety for over a century.

Products are manufactured and tested in accordance with recognized standards. ASTM International is one of the

largest voluntary standards development organizations in the world, and is a trusted source for technical standards for materials, products, systems and services.

These systems have been designed and tested using accepted engineering practices with deflection limits of L/120,

L/240 and L/360. Additionally, limiting height tables listed herein account for flexural and shear stresses. A wide range of product and system combinations is available to meet performance requirements: intermittent and sustained air pressure loading of 5, 7-1/2, 10 and 15 psf. Testing Results

Fire Protection In the event of a fire, mechanical shafts and stairs are vital channels for communication, power, water, air, exhaust and egress—making the shafts the lifelines of the building. Since it is critically important that these walls protect occupants and necessary services from fire, USG shaft wall systems have been tested for fire endurance.

The primary attribute of USG shaft wall systems and its components is fire resistance. Testing supporting this

This fire testing results in the following:

– UL Classification of all gypsum panel components

– UL fire-resistance Classifications for one to four hours

– UL system testing with all major elevator door manufacturers

– UL listing for fire damper installation

– Fire test data for electrical panels, call-button boxes and other interfaces

– UL listing of shaft wall head of wall

Sound Control

Sound control test data demonstrate the effectiveness of USG shaft wall systems in attenuating sound. When

attribute ensures that this critical performance component will not be compromised when properly installed.

See the Good Design Practices section for more information on fire resistance.

properly designed and installed, USG shaft wall systems will increase comfort levels by reducing unwanted noise from adjacent spaces.

The standard assembly offers 39 STC rating; 47 STC is achieved by adding 1" sound insulation within the partition

cavity, and 52 STC with single-layer 3/4" Ultracode panels and 3" sound insulation.

11 USG Shaft Wall Systems

Performance Testing

Testing Results Performance

Impact-Resistant for Durability

Impacted with a 60-lb. sand bag, USG shaft wall systems proved durable. In the test, three impacts each were made at 15 ft.-lb., 30 ft.-lb., and each following 15 ft.-lb. interval until failure. At 270 ft.-lb. the test was stopped; while cracked, the wall was not penetrated. For additional information about abuse-resistant, secure or other hardened applications, contact USG at 800 USG.4YOU.

Moisture/Mold

The best way to minimize damage from moisture and mold is to minimize or eliminate exposure to water before, during

and after construction. In all cases where moisture intrusion occurs, eliminate all sources of moisture immediately. Sheetrock gypsum liner panels, Sheetrock Mold Tough gypsum liner panels and Sheetrock glass-mat gypsum liner

panels have water-resistant facings. In addition, Sheetrock Mold Tough and Sheetrock glass-mat gypsum liner panels have moisture- and mold-resistant paper and a water-resistant core.

When used in conjunction with good construction practices, these products will minimize, but not eliminate, the risk

of moisture and mold damage. For more information on moisture control and mold, see WB2317, Moisture, Mold, and Construction Practices, and SA934, Moisture-Resistant Assemblies. The following Web sites are another resource:

New York City Department of Health ci.nyc.ny.us/html/doh Search for mold resources. Responsible Solutions to Mold Coalition responsiblemoldsolutions.org Search for mold resources.

12 USG Shaft Wall Systems

United States Environmental Protection Agency epa.gov Search for mold resources.

Alternative Materials and The following notes offer alternative methods of construction. Special Requirements 1. Where insulation is shown in assembly drawings, the specific type of product is required in the assembly to achieve the stated fire-resistance rating. Otherwise, mineral wool or glass fiber insulation may be incorporated into any assembly without compromising the fire-resistant rating.

2. Stud depths are minimum required for fire-resistance rating.

3. Where RC-1 resilient channel is indicated, RC-1 or equivalent may be used. RC-2 is not an equivalent substitution.

4. Use L/360 deflection criteria for limiting height/stud selection and 20 ga. minimum framing when applying Durock cement board. Refer to SA934, Moisture-Resistant Assemblies, for more information on application and related products.

5. 5/8" Imperial Firecode Core gypsum base, 5/8" Sheetrock Mold Tough Firecode Core gypsum panels or 5/8" Fiberock

6. 1/2" Sheetrock Mold Tough Firecode C Core or 1/2" Imperial Firecode C Core gypsum base may be substituted

7. 5/8" Sheetrock Firecode Core gypsum panels, 5/8" Imperial Firecode Core gypsum base or 5/8" Fiberock panels can be

8. Use 20 ga. minimum framing with Fiberock panels.

9. 1" Sheetrock Mold Tough gypsum liner panels, or Sheetrock glass-mat gypsum liner panels may be substituted for

Aqua-Tough interior panels may be substituted for 5/8" Sheetrock Firecode Core gypsum panels. for 1/2" Sheetrock Firecode C Core gypsum panels. substituted for 1/2" Sheetrock Firecode C Core gypsum panels.

1" Sheetrock gypsum liner panels in all systems without compromising the fire rating.

10. For more information about performance rated shaft wall systems and for complete list of USG's fire-rated designs,

11. For detailed information regarding UL Classified designs shown in the Performance Selector, please refer to the UL

visit USG Design Studio at USGDesignStudio.com. Fire-Resistance Directory â&#x20AC;&#x201D; Volume One or visit UL.com.

13 USG Shaft Wall Systems

Performance Selector All details, specifications, and data contained in this literature are intended as a general guide. These products must not be used in a design or construction of any given structure without complete and detailed evaluation by a qualified structural engineer or architect to verify suitability of a particular product for use in the structure. 1-Hour Fire-rated Construction

Non-loadbearing

Acoustical Performance

Reference

Construction Detail

Description

Test Number

STC Test Number 39 USG-040901 Based on 4" C-H studs 25 gauge

ARL

Index

SA926

wt. 8 1 3 ⁄ 8"

• 5/8" Sheetrock Firecode Core gypsum panels, joints finished • 2-1/2" USG C-H Studs 25 gauge 24" o.c. • 1" Sheetrock gypsum liner panels

UL Des U415, System A or U469

• 1/2" Sheetrock Firecode C Core gypsum panels, face layer joints finished • 2-1/2" USG C-H Studs 25 gauge 24" o.c. • 1" Sheetrock gypsum liner panels

UL Des U415, System B or U438

2-Hour Fire-rated Construction wt. 9 31⁄ 2"

wt. 8 3 4 ⁄ 4" wt. 10 35⁄ 8" wt. 9 31⁄ 2" wt. 10 4"

wt. 8 2"

• 3/4" Sheetrock Ultracode Core gypsum panels, joints finished • 4" USG C-H studs 25 gauge 24" o.c. • 3" Thermafiber SAFB • 1" Sheetrock gypsum liner panels

UL Des U415, System C

• 1/2" Durock cement board, joints finished • 5/8" Sheetrock Firecode Core gypsum panels • 2-1/2" USG C-H studs 20 gauge 24" o.c. • 1-1/2" Thermafiber SAFB • 1" Sheetrock gypsum liner panels • Durock cement board, screw attached and laminated to gypsum panel with 4 vertical strip ceramic tile mastic centered between studs

UL Des U415, System D

• 1/2" Sheetrock Firecode C Core gypsum panels • 2-1/2" USG C-H Studs 25 gauge 24" o.c. • 1" Sheetrock gypsum liner panels – joints finished both sides

UL Des U415, System E or U467

• 1/2" Sheetrock Firecode C Core gypsum panels applied vertically, face layer joints finished • RC-1 resilient channel or equivalent 24" o.c. • 2-1/2" USG C-H Studs 25 gauge 24" o.c. • 1" Sheetrock gypsum liner panels

UL Des U415, System F

• 1" x 2" perimeter angles 25 gauge • 1" Sheetrock gypsum liner panel, fastened to angles • 1/2" Sheetrock Firecode C Core gypsum panels • 1/2" Sheetrock Firecode C Core gypsum panels, joints finished

UL Des U529

14 USG Shaft Wall Systems

USG-040917

USG-040912 Based on 4" C-H studs 25 gauge

RAL-OT-04-022 Based on 1" sound batts in cavity

RAL-OT-04-019 Based on 4" C-H studs 25 gauge with 3" mineral fiber insulation

RAL-OT-04-020 SA926 Based on 4" C-H studs with 3" Thermafiber SAFB insulation

SA926

USG-040911 Based on 4" C-H studs 25 gauge

SA926

USG-040909 Based on 4" C-H studs 25 gauge with 3" mineral fiber insulation

SA926

USG-040910 Based on 4" C-H studs 25 gauge with additional layer on liner panel side and 3" mineral fiber insulation SA926

2-Hour Fire-rated Construction Construction Detail 51⁄ 4"

Non-loadbearing

Acoustical Performance

Reference

Description • 5/8" Sheetrock Firecode Core gypsum panels, face layer joints finished • 4" USG C-H studs 20 gauge 24" o.c. run horizontally and attached to vertical USG J-runners, 20 gauge • 1" Sheetrock gypsum liner panels

Test Number UL Des U437

STC Test Number

ARL SA926

Index 8

• 5/8" Sheetrock Firecode C Core gypsum panels, face layer joints finished • 2-1/2" USG C-H studs 25 gauge 24" o.c. • 1" Sheetrock gypsum liner panels

UL Des U415, System G

SA926

• 5/8" Sheetrock Firecode C Core gypsum panels, face layer joints finished • 2-1/2" USG C-H studs 25 gauge 24" o.c. • 1" Sheetrock gypsum liner panels • 5/8" Sheetrock Firecode C Core gypsum panels, joints finished

UL Des U415, System H

SA926

• 3/4" Sheetrock Ultracode Core gypsum panels, on furring channel 24" o.c., over 2 layers 3/4" Sheetrock Ultracode Core gypsum panels, face layer joints finished • 2-1/2" USG C-H studs 25 gauge 24" o.c. • 1" Sheetrock gypsum liner panels • base layer over furring channel applied vertically

UL Des U415, System I

SA926

3-Hour Fire-rated Construction wt. 13 43⁄ 8"

wt. 13 3 4 ⁄ 8"

USG-040902 Based on 4" C-H Studs

4-Hour Fire-rated Construction wt. 18 63⁄ 8"

Note: Stud size and gauge shown are minimums. Possible panels substitutions.

Note Stud size and gauge shown are minimums. Possible panel alternatives shown on cross reference of USG Panels and Ul Fire Ratings on page 7 of SA100, Fire-Resistant Assemblies.

15 USG Shaft Wall Systems

Performance Selector Wall Systems — Limiting Heights

USG shaft wall systems are engineered to withstand pressure loads and provide in-service impact resistance to ensure long-term performance and durability. Use this section to determine the size and gauge of framing for the system you select. You will need to know elevator pressures and other in-service demands. Structural Performance

Flexing Resistance for In-Service Performance

Shaft walls are subjected to both positive and negative pressures as elevator cabs rise and descend. This piston effect

of an elevator in its shaft causes continual flexing of the shaft wall. In tests, USG shaft wall systems were subjected to

over 1 million full oscillation cycles to model wall performance through the life of the building. These tests showed

that a 25 ga. J-runner is inadequate at the top or bottom of a shaft wall. As the long runner leg is continually flexed

from wall deflection, it can rupture and screws can strip out and fracture from the flexing. Oscillation tests showed

24 ga. J-runners minimize these problems and are essential to long-term safety.

Limiting Heights

Maximum partition heights are shown for four different intermittent air pressure loads and three allowable deflections. The applied pressure load is selected by the designer based on elevator cab speed and the number of elevators per shaft. Instead of using only deflection criteria, USG design data consider several additional factors in determining limiting partition heights.

Bending stress—the unit force exerted that will break or distort the stud. End reaction shear—determined by the amount of force applied to the stud, which will bend or shear the J-runner or cripple the stud.

Deflection—the actual deflection under a load. Allowable deflection is based on the amount of bending under load that a particular wall can experience without exceeding a prescribed ratio related to partition height.

Elevator Shaft Pressures

The air pressure load on shaft walls depends upon the elevator cab speed and the number of elevators per shaft. The following recommendations are derived from USG tests conducted in three high-rise buildings ranging in height from 17 to 100 stories.

Recommended Elevator Shaft Pressure Load Elevator velocity ft./min. One or two elevators per shaft 0 to 180 5.0 psf 180 to 700 7.5 psf 700 to 1,600 10.0 psf 1,600 to 2,000 15.0 psfa

Note (a) Single-cab high-speed elevator shafts may require special design considerations.

16 USG Shaft Wall Systems

Three or more elevators per shaft 5.0 psf 5.0 psf 7.5 psf 7.5 psf

Wall Systems — Limiting Heights Table

Intermittent Air Pressure Load (wind load)–psf a

Fire-rated system B, D, F, G, H, I

Fire-rated system Eb

Stud Type and Size

Designation

Allowable 5 deflection

7.5

2-1/2" C-H Studs 4" C-H Studs 6" C-H Studs

212CH-18 212CH-34 400CH-18 400CH-34 600CH-34

10'10" 9'11" 9'1" 12'5" 11'3" 10'1" 14'6" 13'8" 12'2" 17'4" 15'9" 14'1" 22'2" 19'0" 17'6"

9'10" 8'12" 8'3" 11'4" 10'2" 9'2" 12'7" 12'5" 11'1" 15'9" 14'4" 12'10" 19'8" 17'4" 15'11"

8'7" 7'10" 7'2" 9'11" 8'11" 8'0" 10'3" 10'3" 9'8" 13'10" 12'6" 11'3" 16'1" 15'1" 13'11"

12'2" 11'2" 9'10" 14'2" 13'0" 11'6" 16'4" 15'2" 13'4" 19'6" 17'11" 15'10" 28'0" 24'10" 21'11"

10'8" 9'9" 8'7" 12'5" 11'5" 10'0" 14'3" 13'3" 11'8" 17'1" 15'8" 13'10" 25'1" 21'9" 19'2"

9'8" 8'10" 7'10" 11'3" 10'4" 9'1" 12'11" 12'0" 10'7" 15'6" 14'3" 12'7" 21'9" 19'9" 17'5"

8'5" 7'9" 6'10" 9'10" 9'1" 7'12" 10'7" 10'6" 9'3" 13'7" 12'5" 11'0" 17'9" 17'3" 15'2"

Fire-rated system Ac

Stud type and Size

Designation Allowable 5 deflection

7.5

2-1/2" C-H Studs 4" C-H Studs 6" C-H Studs

212CH-18 212CH-34 400CH-18 400CH-34 600CH-34

— — — — — — 12'5" 12'5" 11'2" 17'10" 15'3" 13'4" 21'5" 20'12" 18'5"

— — — — — — 10'9" 10'9" 10'1" 16'2" 13'10" 12'1" 18'7" 18'7" 16'9"

— — — — — — 8'9" 8'9" 8'9" 13'4" 12'1" 10'7" 15'2" 15'2" 14'8"

11'5" 10'7" 9'4" 13'5" 12'3" 10'10" 15'2" 14'5" 12'9" 20'5" 17'6" 15'3" 26'3" 24'0" 21'1"

10'0" 9'3" 8'2" 11'8" 10'9" 9'6" 12'5" 12'5" 11'2" 17'10" 15'3" 13'4" 21'5" 20'12" 18'5"

9'1" 8'4" 7'5" 10'8" 9'9" 8'7" 10'9" 10'9" 10'1" 16'2" 13'10" 12'1" 18'7" 18'7" 16'9"

7'11" 7'4" 6'6" 9'3" 8'6" 7'6" 8'9" 8'9" 8'9" 13'4" 12'1" 10'7" 15'2" 15'2" 14'8"

L/120 L/240 L/360 L/120 L/240 L/360 L/120 L/240 L/360 L/120 L/240 L/360 L/120 L/240 L/360

12'4" 11'4" 10'4" 14'3" 12'10" 11'7" 17'9" 15'7" 13'11" 19'11" 18'1" 16'2" 25'4" 21'9" 20'0"

Fire-rated system Cc

— — — — — — 15'2" 14'5" 12'9" 20'5" 17'6" 15'3" 26'3" 24'0" 21'1"

For more information consult Progressive Engineering Report AER-09038 at p-e-i.com

Notes Runner fasteners should withstand 193-lb. single shear and 200-lb. bearing force; attachment spacing should not exceed 24" o.c. See the Performance Selector for system references and rated assembly details. L/180 data available upon request from USG. Limiting criteria: f–bending stress, d–deflection, v–end reaction shear, c–practical limitation. (a) Stud spacing of 24" for all values. (b) For assembly with single-layer board both sides of studs. (c) For assembly with single-layer board attached to studs. (d) Attachment of USG steel double 6" E-stud for USG shaft wall systems. The studs are to be attached back-to-back (web to web) with pairs 1/2" of type S-12 pan head screws installed in two rows, spaced as widely apart as possible. The first and last pairs of fasteners shall start within 6" of each end of the studs. They shall then be spaced at a maximum of 12" on center throughout the body of the entire stud. (e) Use JR20 runner for this height.

17 USG Shaft Wall Systems

Performance Selector Wall Systems — Limiting Heights

Unlined Shafts

Gypsum shaft walls have been used for many years for vent and air shafts. Their fire-resistant features and economical dry construction make them ideal for this use. To function properly, vent and air shaft systems should be designed with the following performance provisions:

1. Gypsum board surface temperature does not exceed 125 °F.

2. Separate approved liners should be installed in areas subject to continuous moisture overspray, condensation or air stream temperature over 125 °F.

3. Air stream dew point temperatures are maintained below gypsum board surface temperature.

4. The assembly is constructed to withstand sustained design uniform air pressure loads not exceeding 10 psf. Startup

5. To ensure airtight construction, select appropriate sealants and apply where required.

surge loads should not be greater than 1-1/2 times the design static load. (See table below for limiting heights.)

Sustained pressure load–psf

2-hr. fire-rated system

1-hr. fire-rated system

Stud Type and Size

Stud Spacing

Allowable deflection

10'0" 9'3" 8'2" 11'8" 10'9" 9'6" 12'5" 12'5" 11'2" 17'10" 15'3" 13'4" 21'5" 20'12" 18'5"

7'11" 7'4" 6'6" 9'3" 8'6" 7'6" 8'9" 8'9" 8'9" 13'4" 12'1" 10'7" 15'2" 15'2" 14'8"

Designation

2-1/2" C-H Studs 212CH-18 24" L/120 10'10" 8'7" L/240 9'11" 7'10" L/360 9'1" 7'2" 212CH-34 24" L/120 12'5" 9'11" L/240 11'3" 8'11" L/360 10'1" 8'0" 4" C-H Studs 400CH-18 24" L/120 14'6" 10'3" L/240 13'8" 10'3" L/360 12'2" 9'8" 400CH-34 24" L/120 17'4" 13'10" L/240 15'9" 12'6" L/360 14'1" 11'3" 6" C-H Studs 600CH-34 24" L/120 22'2" 16'1" L/240 19'0" 15'1" L/360 17'6" 13'11" For more information consult Progressive Engineering Report AER-09038 at p-e-i.com

Notes Runner fasteners should withstand 193-lb. single shear and 200-lb. bearing force; attachment spacing should not exceed 24" o.c. (a) Use JR20 runner for this height.

18 USG Shaft Wall Systems

Wall Systems — Solid Shaft Wall

USG shaft wall systems can be used as a vent enclosure for vertical shafts with a two-hour fire rating per UL Design U529. This shaft assembly is particularly suited for structures having a number of relatively small and separated mechanical, service and ventilator shafts.

Vent Shaft Elevation

1" SHEETROCK gypsum liner panel – 15/8" type S screws 12" o.c. to angle 3'

4' 1/2" SHEETROCK FIRECODE C core gypsum panel – 11/2" type G screws 24" o.c.

SHEETROCK setting type joint compound lamination 1/2"

SHEETROCK FIRECODE C Core gypsum panel – 11/2" type G screws 24" o.c. 1'

angle runner

Vent shaft elevation

Wall Intersection

Corner

24 ga. 2" x 2" angle 25 ga. 1" x 2" angle

1" SHEETROCK gypsum liner panel

SHEETROCK gypsum panels

Note Limiting height of system is 12.0". Install panels vertical and full height only.

19 USG Shaft Wall Systems

SHEETROCK gypsum panels

Performance Selector Ceiling System â&#x20AC;&#x201D; Limiting Spans

Horizontal Assemblies

U SG shaft wall systems installed horizontally provide economical construction for fire-resistive duct enclosures, corridor ceilings and stairway soffits.

Triple Layer

With 1" liner panels inserted in USG C-H studs 24" o.c. and triple-layer 1/2" Sheetrock Firecode C Core gypsum panels screw-attached to studs, the system provides two-hour protection from fire.

Double Layer

With double-layer 1/2" Sheetrock Firecode C Core gypsum panels screw-attached to studs, the assembly provides two-hour fire-resistive ceiling construction for corridors and stair soffits (see Design Details).

Single Layer

With single-layer 5/8" Sheetrock Firecode C Core gypsum panels screw-attached to studs, the assembly provides one-hour fire-resistive ceiling construction for corridors and stair soffits.

Limitations

1. USG C-H studs are not designed to carry live loads or mechanical equipment or provide material storage area.

2. Maximum stud spacing is 24" o.c.; maximum spans are shown in table below.

Limiting Spansâ&#x20AC;&#x201D; Horizontal Shaft Wallsa

2-Hr. Horizontal Membrane or Metal Duct Enclosure

2-Hr. Corridor Ceilings and Stair Soffits

Triple-layer 1/2" gypsum panelsb 212CH-18 212CH-34 400CH-18 400CH-34 600CH-34

Double-layer 1/2" gypsum panelsc 212CH-18 212CH-34 400CH-18 400CH-34 600CH-34 1-Hr. Single-layer 5/8" gypsum panelsc 212CH-18 212CH-34 400CH-18 400CH-34 600CH-34

Maximum Span 6' 5" 8' 3" 8' 6" 12' 0" 12' 8"

Maximum Span 6' 0" 9' 2" 7' 10" 13' 2" 15' 10" Maximum Span 6' 7" 10' 3" 8' 8" 14' 6" 17' 5"

For more information consult Progressive Engineering Report AER-09038 at p-e-i.com

Note (a) Based on L/240 allowable deflection with studs at 24" o.c. and JR24 runner. (b) Full steel stress allowed based on ASTM E119. (c) Allowable steel stress reduced 50%.

20 USG Shaft Wall Systems

Design Details Ceiling Membrane

2-Hr. Rated Assembly – Horizontal Membrane or Metal Duct Enclosure

SHEETROCK acoustical sealant

fastener 24" o.c. max. (shear and withdrawal resistance as required by specific design conditions)

duct surface

1/2"

type S pan head screw at 12" o.c. (attach both sides of C-H stud and J-runner at top and bottom of stud)

fastener 24" o.c. max. (shear and withdrawal resistance as required by specific design conditions)

max. height 4'-0"

1" SHEETROCK gypsum liner panel

Rotated Section

USG steel J-runner

USG steel C-H stud

SHEETROCK acoustical sealant max. span 8'-11" with 25 ga. studs

max. span 11'-8" with 20 ga. studs

SHEETROCK gypsum panels

For more information consult Progressive Engineering Report AER-09038 at p-e-i.com Metal Duct Enclosure - 2-Hr. Rated Assembly

1-Hr. Fire Rated Assembly (see NER-258 or AER-09038) – Corridor Ceiling and Stair Soffit 2-Hr. Fire Rated Assembly (see NER-258 or AER-09038) – Corridor Ceiling and Stair Soffit

1" SHEETROCK gypsum liner panel

USG steel C-H stud

as fasteners required 24" o.c. USG steel J-runner

fasteners as required 24" o.c. USG steel C-H stud

USG steel J-runner

SHEETROCK gypsum panel

SHEETROCK acoustical sealant

21 USG Shaft Wall Systems

SHEETROCK gypsum panels

SHEETROCK acoustical sealant

Design Details Basic Interfaces — System B

Head Section (UL System HW-D-0603)

Base Section (UL System BW-S-0016)

USG steel J-runner SHEETROCK acoustical sealant 3/8" to 1/2" 1" min .

5/8"

over 4"

max .

Call-Button Box

25 ga. steel strip

4" min

(6"x12" min.)

1" SHEETROCK gypsum liner panels

call-button box

SHEETROCK FIRECODE Core gypsum panels

22 USG Shaft Wall Systems

SHEETROCK FIRECODE Core gypsum panels gypsum panel cant screw– attached to vertical studs (for projections over 4")

USG steel C-H stud SHEETROCK FIRECODE CORE gypsum panels SHEETROCK gypsum liner panels

1" SHEETROCK gypsum liner panels

USG steel C-H stud 75˚ min.

USG steel J-runner SHEETROCK acoustical sealant as required for sound

Wall Junction

Outside Corner

USG corner reinforcement

SHEETROCK gypsum panels

1” SHEETROCK gypsum liner panels

USG steel J-runner

USG steel C-H stud

SHEETROCK acoustical sealant

1" SHEETROCK or SHEETROCK MOLD TOUGH gypsum liner panel

1” SHEETROCK gypsum liner panels

Wall Intersection

sealant

Inside Corner

SHEETROCK gypsum panels

SHEETROCK FIRECODE CORE gypsum panels

1” SHEETROCK gypsum liner panels

USG corner reinforcement

USG steel J-runner

USG steel J-runner USG steel C-H stud

fasteners as required 24" o.c.

1" SHEETROCK gypsum liner panel

23 USG Shaft Wall Systems

1” SHEETROCK gypsum liner panels

Design Details Basic Interfaces â&#x20AC;&#x201D; System B

Outlet/Switch Box

Control Joint

1" SHEETROCK gypsum liner panels

USG steel J-runner

outlet box

1/2"

joint width

SHEETROCK acoustical sealant mineral wool insulation

SHEETROCK gypsum panels

Note The surface area of individual outlet or switch boxes shall no texceed 16 square inches. The aggregate surface area of all boxes shall not exceed 100 square inches. Note: the surface area of individual (per UL or fireswitch resistance directory) outlet boxes shall not

exceed 16 square inches. The aggregate surface area of all boxes shall not exceed 100 square inches. (per U.L. fire resistance directory)

control joint

* up to 2-hour fire rating

Stair Hanger and Rod Application

Cross-Section at Stair Hanger

1" SHEETROCK gypsum liner panel stairwell side

SHEETROCK gypsum panel

hanger rod

stair stringer stair landing

hanger rod

SHEETROCK gypsum panels steel angle

1" SHEETROCK gypsum liner panel

24 USG Shaft Wall Systems

USG steel C-H stud 24" o.c.

Handrail Application

Steel Beam (UL System HW-D-0610)

1" SHEETROCK gypsum liner panel

power -actuated fastener 24" o.c .

SHEETROCK gypsum panel

steel plate (20 ga. min.) fastened to studs parallel to stringers as required

Steel beam with fireproofing

USG steel J-runner attached to beam before fireproofing

SHEETROCK acoustical sealant SHEETROCK FIRECODE Core gypsum panels

1” SHEETROCK gypsum liner panels

Steel Beam with Z-Clip (UL System HW-D-0609)

Steel Beam with Offset (UL System HW-D-0611)

Steel beam with fireproofing

Z-clip attached to beam before fireproofing fasteners USG steel J-runner 1” SHEETROCK gypsum liner panels

Z-clip max. spacing 24" o.c. min. 20 ga. min. 2 fasteners per leg

SHEETROCK acoustical sealant USG steel C-H stud

SHEETROCK

gypsum panels

FIRECODE CORE

25 USG Shaft Wall Systems

11/2" min .

8" max .

fasteners continuous 14 ga steel plate

SHEETROCK acoustical sealant SHEETROCK FIRECODE CORE gypsum panels

USG steel J-runner attached to beam before fireproofing 1” SHEETROCK gypsum liner panels

Design Details Fire Damper

Typical Penetrations Elevation at Duct Opening Tested per UL R13479

duct opening

USG steel J-runner B ceiling

USG steel E-studs or J-runners back to back

USG steel C-H studs

USG steel J-runner

Section A 1-1/2 Hr. Fire Damper Tested per UL R13479

1" SHEETROCK gypsum liner panel USG steel J-runner header 1/2"

max.

Section B 1-1/2 Hr. Fire Damper Tested per UL R13479

SHEETROCK FIRECODE Core gypsum panels

damper sleeve 1/2"

max.

1/2" x 1/2" x 16 gauge galvanized angle

USG steel J-runner

damper sleeve

1/2"

x 1/2" x 16 gauge galvanized angle

26 USG Shaft Wall Systems

Elevator Door Framing Elevator Door Framing

Elevator Door Rough Opening

USG steel J-runner 20 ga. jamb strut screw attached both sides

10'-0" max

A USG C-H stud

USG C-H stud

USG steel J-runner

screw attached both sides

USG steel J-runner header USG jamb strut

10'-0" max

5'-0" max. opening 20 ga. jamb strut

USG steel J-runner

1" SHEETROCK gypsum liner panel on each side of jamb strut

USG steel J-runner screw attached both sides USG steel J-runner

Section A-A Detail

Elevator Door Rough Opening

SHEETROCK FIRECODE Core gypsum panels fasten both sides of C-H stud to J runner

1" SHEETROCK gypsum liner panel

screw attach at bottom leg of C-H stud

Notes 1. Framing at elevator door shall be a minimum 4" studs and runners 20 gauge. 2. Horizontal placement of liner panel and C-H Studs per UL Design U437. 3. Flanges of the jamb strut must be continuously braced by screw connections to the liner and face panels 12" o.c. 4. For doors greater than 5' wide and/or transom heights greater than 4', reinforce the 400JS-34 with a nested 400ES-34.

27 USG Shaft Wall Systems

Design Details Wall Systems – C-H Studs and Liner Panels Installed Horizontally

Horizontal Shaftwall Elevation per UL Design U437

Section C-C Head Section

C USG steel J-runner header

C 1" SHEETROCK acoustical sealant

1" SHEETROCK gypsum liner panels

SHEETROCK FIRECODE Core gypsum panels

structural member USG steel J-runner

5/8"

1” SHEETROCK gypsum liner panels

A USG C-H studs

USG steel J-runners

Section B-B Wall Intersection

SHEETROCK FIRECODE Core gypsum panels

Section D-D Base Section

5/8"

locate screws to avoid studs

SHEETROCK acoustical sealant USG steel C-H stud

5/8" SHEETROCK FIRECODE Core gypsum panels

1" SHEETROCK gypsum liner panel

USG steel J-runner

USG steel J-runner sealant 3/8" 1/2"

J-runner to stud J-runner to panel

1” SHEETROCK gypsum liner panels

Note Horizontal framing shall be a minimum 4" C-H Studs and runners 20 gauge.

28 USG Shaft Wall Systems

structural member

Good Design Practices

Use this section as a reference if questions arise during the design or application of USG shaft wall systems. This section is an overview of good design, application, installation and safety considerations that should be addressed when USG products and systems are used. This section outlines some major issues, but is not intended to be comprehensive. We recommend that architects and contractors seek the assistance of safety professionals, especially at the construction site, because there are many factors to consider that are not included here. For more detailed information on safety and material handling, please refer to Chapter 13 of The Gypsum Construction Handbook. 1

System Performance

USG conducts tests on products and systems to meet performance requirements specified by various agencies. Upon written request we will provide test certification for published fire, sound, structural and other pertinent data covering systems designed and constructed according to our published specifications. Substitutions of any of the components are not recommended and are not supported by USG.

Standards

The following standards apply:

ASTM C1396: Standard Specification for Gypsum Board

ASTM C1658: Standard Specification for glass-mat Gypsum Panels

ASTM C1325: Standard Specification for Non-Asbestos Fiber-Mat Reinforced Cementitious Backer Units

ASTM C1278: Standard Specification for Fiber-Reinforced Gypsum Panel

ASTM C840: Standard Specification for Application and Finishing of Gypsum Board

ASTM C754: Standard Specification for Installation of Steel Framing Members to Receive Screw-Attached Gypsum Board, Backing Board, or Water-Resistant Backing Board

ASTM C645: Standard Specification for Non-Load (Axial) Bearing Steel Studs, Runners (Track), and Rigid Furring Channels for Screw Application of Gypsum Board

ASTM C475: Standard Specification for Joint Treatment Materials for Gypsum Wallboard Construction

ASTM C1002: Standard Specification for Steel Drill Screws for the Application of Gypsum Board

ASTM C1047: Standard Specification for Accessories for Gypsum Wallboard and Gypsum Veneer Base ASTM D3273: Standard Test Method for Resistance to Growth of Mold on the Surface of Interior Coatings in an Environmental Chamber

Fire Resistance

Use fire test data to compare and select materials and assemblies, and to secure acceptance by the authority having jurisdiction. SA100, Fire-Resistant Assemblies, shows tested fire resistance for various systems.

For assemblies tested at Underwriters Laboratories Inc. (UL), ratings are specific to the designs tested, and do not

necessarily apply to alternate products or construction. For example, insulation may not be added to floor- or roof-ceiling assemblies, unless described in the UL design. Addition of insulation in the concealed space between the ceiling membrane 29 USG Shaft Wall Systems

Good Design Practices

and the floor or roof structure may reduce the hourly rating of an assembly by causing premature disruption of the ceiling membrane and/or higher temperatures on structural components under fire exposure conditions.

Structural Criteria

Increasing the size or gauge of the stud (e.g., 2-1/2" C-H stud 25 gauge to 4" C-H stud 20 gauge) does not affect

the fire resistance rating of the assembly.

For more detailed information, refer to the system fire resistance Performance Selector on pages 14-15.

Structure design must take into account the conditions that will exist and the resulting stresses and movements. Loadbearing walls include the exterior walls of a building and some interior walls. These structures must be designed to carry the weight of the structure, its components and other loads that occur once the building is occupied.

The amount of axial load that structural members can bear will vary with the amount of lateral load (pressure from wind

or other horizontal stresses) that the final assembly may incur.

Manufacturers of structural components, particularly steel framing (studs, runners, joists) provide tables that identify the

maximum allowable loads for various components under specific conditions. These tables typically start at 5 psf lateral loads and increase in 5 or 10 psf increments to about 40 psf. Interior partitions are per code designed for 5 psf lateral loads.

Interior non-bearing partitions such as USG shaft wall are not designed to carry axial loads. Limiting heights are based on

stress or deflection limits for given lateral loads. Height limitations depend on the gauge of the steel used, dimensions of the stud, stud spacing, and the allowable deflection limit. For limiting height tables, see page 17; for horizontal shaft wall span table, see page 20; and for limiting heights, unlined return air shafts, see page 18.

Note: Size and gauge availability is based upon limiting heights tables. Other sizes and gauges have not been

evaluated for performance. 4

Control Joints — Building Movement

project conditions when determining specific locations for control joints.

Locating control joints is the responsibility of the design professional/architect. Integrate these suggestions with “Control joint” is a general term for methods used to minimize (not eliminate the potential for) cracking in partitions

and ceilings. Specifically, a control joint minimizes cracking in the face of a partition or ceiling. At the perimeter of a partition or ceiling, it is called a perimeter relief joint.

A control joint is effective in minimizing cracking caused by tensile or compressive movement in a membrane resulting

from thermal, hygrometric and structural movement. Isolate shaft wall surfaces with control joints or other means where:

– construction changes within the plane of the shaft wall

– shaft wall run exceeds 30'

– expansion or control joints occur through the building itself

– in stairwells at each floor level

Ceiling-height door frames may be used as control joints. Less-than-ceiling-height door frames should have control joints

extending to ceiling from both corners on both sides of the partition. Treat window openings in same manner as doors.

Zinc control joints, when properly insulated and backed by gypsum panels, have been fire-endurance tested for use in

one- and two-hour fire-rated walls.

Proper installation of control joints in partitions and ceilings requires breaking the gypsum panels or lath behind the con-

trol joint. In ceiling construction, the framing should also be broken. In partitions, separate studs are used on each side of the joint with the runner track separated at that location. 5

Pressure Loads — Minimizing Wind Noise

Where shaft walls enclose elevator and return air vents, and intermittent pressures up to 15 psf are expected, Sheetrock acoustical sealant is recommended at intersections with floors, ceilings, columns, ducts, etc. to seal peripheries and penetrations and minimize whistling and dirt accumulation due to air movement. Sealant selection including

30 USG Shaft Wall Systems

joint treatment, surface coatings and details to seal the wall under these sustained pressures must be provided by the designer. See pages 16-17 for information on evaluating pressure loading and selecting the appropriate framing components based upon these design criteria. 6

Pressure Loads â&#x20AC;&#x201D; Air Handling

Shaft walls may be used for air handling with sustained pressures up to 10 psf. When air pressure exceeds 10 psf, air handling should be contained with a metal duct. See pages 18-19 for information about air handling and vent shaft enclosures.

Penetrations

Penetrations of the shaft wall, such as door frames and duct openings, require additional reinforcement at corners to distribute concentrated stresses if a control joint is not used. Penetrations greater than 48" wide require supplemental support for the shaft wall at the opening. Where access panels or large duct penetrations occur in shafts having pressure loads, headers, sills and adjacent channels may require reinforcing to properly distribute these loads.

Sound Control

Use sound test data to compare and select materials and constructions. These data frequently are essential for securing compliance by the agency having jurisdiction. See SA200, Acoustical Assemblies, for acoustical performance.

Sound control refers to the ability to attenuate sound passing through a partition. The Sound Transmission Class (STC) is a

widely used rating of sound attenuation performance. It is relatively accurate for speech sounds but not for music, mechanical equipment noise or any sound with substantial low-frequency energy. It is tested per ASTM E90 and rated per ASTM E413. See the Performance Selector for the STC ratings for USG shaft wall systems.

Sound tests are conducted under ideal laboratory conditions per ASTM procedures. USG products are assembled in a specific manner to meet the requirements of these ASTM procedures. Substitution of materials other than those tested or deviation from the specified construction may adversely affect performance.

Field performance depends on building design and careful attention to detailing and workmanship. Where these

partitions are used for sound control, seal the partition perimeter with 1/4" min. round bead of Sheetrock acoustical sealant. Seal around all penetrations. 9

Moisture and Mold

Understanding water and mold and its impact on the construction process and building materials are integral to

good design and construction practices. USG offers references and additional sources that reinforce good design, construction and maintenance practices. These practices are generally recognized as necessary to minimize moisture- related problems and the growth of mold in a building environment. If you have additional questions, please contact those sources or USG.

The best way to address mold is to make sure that building materials do not get wet before and during installation and are

not exposed to moisture inside the finished building. See Moisture/Mold in the Performance Testing section for more information. 10

Air and Water Infiltration

Flashing and sealants as shown in the construction documents and as selected by the architect and/or structural engineer

should be provided to resist air and water infiltration. The flashing and sealants selected shall be installed in a workmanlike manner in appropriate locations to maintain continuity of air/water barriers, particularly at windows, doors and other penetrations of exterior wall.

Vapor Retarders

Water vapor control must always be considered in the design of exterior wall systems. Humidity and temperature conditions may require the installation of a vapor retarder to prevent moisture condensation within the wall and the resulting damage. To determine the necessity and location of vapor retarders, a water vapor transmission and dew point analysis of the layered wall assembly should be conducted by a qualified engineer.

31 USG Shaft Wall Systems

Good Design Practices

Product Handling and Storage

Gypsum Panels Protect all gypsum products from exposure to excessive or continuous moisture and the elements elements before, during and after installation. Eliminate sources of moisture immediately.

Metal Framing Protection

Give light-gauge metal components such as steel studs and runners, furring channels and resilient channels adequate protection in the warehouse and on the jobsite against rusting caused by moisture. In marine areas such as the Caribbean, Florida and the Gulf Coast where chloride and sea salt are present in combination with excessively high humidity, use of components that offer increased protection against corrosion is recommended.

Application

Call-Button Floor Indicator and Electric Boxes

Shaft walls will accommodate outlet boxes with depths up to the stud width. See page 24 for details.

Framing Attachment

Runners and studs attached to beams or columns may need to be installed before steel is spray-fireproofed. Excess

fireproofing should be removed from runners and studs before installing shaft wall liner and sealant. Sheetrock Gypsum Liner Panel Application â&#x20AC;&#x201C; Butt Joints When an installation of USG shaft wall height exceeds maximum available panel length, it is necessary to incorporate a butt joint between two liner panels. Stagger butt joints in adjacent panels top and bottom to prevent a continuous horizontal joint. Joint should be located in top or bottom third of wall. Horizontal joints need not be backed by steel framing to maintain the fire-rating of the assembly.

Painting Systems

Painting products and systems should be used that comply with recommendations and requirements in appendices of ASTM C840. For priming and decorating with paint, texture or wall covering, follow manufacturerâ&#x20AC;&#x2122;s directions.

All surfaces, including applied joint compound, must be thoroughly dry, dust-free and not glossy. Prime with Sheetrock

First Coat or with an undiluted, interior latex flat paint with high-solids content. Allow to dry before decorating.

To improve fastener concealment, where gypsum panel walls and ceilings will be subjected to severe artificial or natural

side lighting and decorated with a gloss paint (egg shell, semi-gloss or gloss), the gypsum panel surface should be skim coated with joint compound to equalize suction and texture differences between the drywall face paper and the finished joint compound before painting. Sheetrock Tuff-Hide primer-surfacer skims and primes in a single application. 15

Screws

Type S screws are suitable for gypsum panel or gypsum base attachment to 25 and 20 ga. steel studs. Type S-12 screws should be specified for other applications to steel heavier than 20 ga. Screw lengths should be 1" for base layer (1-1/4" when 3/4" Ultracode is used) and 1-5/8" for face layer and at least 3/8" longer than the total thickness for other applications. Walls over 16' high should have studs screw-attached to runners.

Steel Door Frames

Ordered separately, should be at least 16 ga. steel, shop primed, and have throats accurately formed to overall thickness of the shaft wall plus 3/32" minimum. They should be anchored at floor with 16 ga. steel plates welded to trim flanges, with provision for two power-driven anchors or equal per plate. Jamb anchors should be 18 ga. steel welded in jamb and screw-attached to anchors.

USG reserves the right to make changes or improvements in the design of all catalogued items without notice and without

obligation to incorporate these changes or improvements in items already manufactured.

32 USG Shaft Wall Systems

Application Guide Specifications

This guide specification is provided to assist you in specification of USG shaft wall systems. If you have additional questions or would like more information regarding this or other USG products and systems, please contact USG at 800 USG.4YOU or visit usgdesignstudio.com

Part 1: General 1.1 Related Documents

Drawings and general provisions of the project contract, including General and Supplementary Conditions and Division 1

Specification Sections, apply to this Section. USG System Folder SA926 – USG Shaft Wall Systems.

1.2 Scope

Specify the appropriate USG shaft wall system to meet project requirements for fire resistance, structural

performance, sound control and aesthetics.

1.3 Summary

This section includes the following USG shaft wall systems

2. Stair enclosures

3. Horizontal assemblies

4. Vent shaft enclosures

1. Division 9 Sheetrock gypsum panels and assemblies

2. Division 9 Imperial gypsum base and Veneer Plaster Assemblies

1. Vertical shaft enclosures

Related Sections:

1.4 Definitions

Shaft Wall: An assembly of steel framing, gypsum boards and other materials used to enclose elevator shafts,

stairways, air shafts and mechanical components.

Gypsum Board Construction Terminology: Refer to ASTM C11 for definition of terms for gypsum board construction not defined in this document.

1.5 Performance Requirements

Oscillation tested to 1 million cycles to ensure performance of the life of the building.

UL Listed fire damper application.

The systems are UL Listed for fire resistance .

System fire-resistance testing with elevator door manufacturer at UL.

Fire-resistance tested penetration details for call-button boxes and position indicators.

Air Pressure Loads—Select based on project requirements. See details in this brochure for USG shaft wall system data.

Deflection Limit—Select based on project requirements. See details in this brochure for USG shaft wall system data.

STC Rating—Select based on project requirements.

Hardened Shafts—Where required by code, for buildings classified as high-rise buildings, special provisions

may be required.

1.6 Submittals

Product and System Data – Submit system folder SA926, which can be downloaded at usg.com.

Submit certification of manufacturer compliance with fire and sound requirements indicated.

Fire rating compliance shall include verification of compatibility with labeled elevator door frame installation and test

verification of call box and similar penetrations.

33 USG Shaft Wall Systems

Application Guide Specifications 1.7 Delivery, Storage and Handling of Materials

Deliver materials in their original unopened packages bearing manufacturer identification.

Protect materials from wetting and damage from weather, direct sunlight, surface contamination, corrosion, construction

traffic and other causes.

Warning: Store all Sheetrock gypsum panels flat. Panels are heavy and can fall over, causing serious injury or death. Do not move unless authorized.

1.8 Project Conditions

A. B.

All materials shall be suitably protected from the weather during installation to prevent damage to the shaft wall. Install gypsum panels following environmental conditions, room temperatures and ventilation specified in the USG Gypsum Construction Handbook.

1.9 Quality Assurance

Eliminate sources of moisture immediately.

Fire-Resistance Rated Assemblies: Provide UL Design Number (e.g., U415) for basic systems.

Sound-Rated Assemblies (STC)—Provide sound-rated system whose materials and construction comply with

Protect USG shaft wall system and components from moisture before, during and after installation.

requirements of ASTM E90 and are classified according to ASTM E413 by a qualified testing agency.

Preinstallation Conference – Conduct conference at project site. Review methods and procedures for work related to USG shaft wall system assemblies.

Part 2: Products

2.1 Manufacturer

Supply materials manufactured by or for the United States Gypsum Company that comply with requirements of

fire-resistance rated assemblies indicated in System Folder SA926.

Basis of Design—USG shaft wall system

2.2 Materials

Gypsum Liner Panels—ASTM C1396, 1" Sheetrock gypsum liner panels, 100% recycled green face and back

paper, beveled edge, 24" wide, lengths as required. Stamped with UL Classification label documenting UL Classifications for fire resistance, surface burning characteristics, and noncombustibility. Panels should also be identified with the following language: “Sheetrock brand gypsum liner panel, a Component of United States Gypsum Company Fire Rated Systems.”

S heetrock Mold Tough Gypsum Liner Panels—ASTM C1396, 1 Sheetrock Mold Tough gypsum liner panels, 100% recycled blue face and back paper, beveled edge, 24" wide, lengths as required. Stamped with UL Classification label documenting UL Classifications for fire resistance, surface burning characteristics, and noncombustibility. Panels should also be identified with the following language: “Sheetrock brand Mold Tough gypsum liner panel, a Component of United States Gypsum Company Fire Rated Systems.”

Sheetrock Glass-Mat Liner Panels—ASTM C1658, 1" Sheetrock glass-mat liner panels, moisture- and mold-

resistant gypsum core encased in a moisture- and mold-resistant glass mat on both sides, 24" wide, lengths

as required. Stamped with UL Classification label documenting UL Classifications for fire resistance, surface

burning characteristics and noncombustibility. Panels should also be identified with the following language:

“Sheetrock glass-mat liner panel, a Component of United States Gypsum Company Fire Rated Systems.”

34 USG Shaft Wall Systems

Gypsum Wallboard—ASTM C1396, (1/2") (5/8") (3/4") (select thickness), 4 wide, tapered edge, Sheetrock gypsum panels, (Firecode Core) (Firecode C Core) (Ultracode Core) (Mold Tough Firecode Core), ASTM C1287 (Fiberock AquaTough interior panel) (Fiberock abuse-resistant interior panels) (select core type), lengths as required. Identified with UL Classification label.

Gypsum Base for Gypsum Veneer Plaster—ASTM C1396, (1/2") (5/8") (select thickness), 4 wide, Imperial gypsum base (Firecode Core) (Firecode C Core) (select core type), lengths as required. Cement Board—ASTM C1325, Durock cement board, 1/2" and 5/8" thickness, 48" width x 96" length. Gypsum Wallboard and Gypsum Base Joint Treatment Materials—select a USG Interior Finishing System (see product folder J1424).

Fasteners—ASTM C1002, Screws: (3/8") (1/2") Type (S) (S-12) pan head; 5/8" Type S-12 low profile head; (1") (1-5/8") (2-1/4") Type S bugle head. Durock tile backer screws for steel framing: 1-5/8". Type G screws: 1-1/2".

Metal Trim—ASTM C1047, No. (200A) (200B) (401) (402) (701B) (801B).

Sheetrock paper faced metal bead and trim.

Steel furring channels.

RC-1 resilient channels or equivalent.

USG steel C-H studs, (212CH-18) (212CH-34) (400CH-18) (400CH-34) (600CH-34) hot-dipped galvanized, lengths as required (select from tables).

USG steel E-studs, (400ES-34) (600ES-34) hot-dipped galvanized, lengths as required (select from tables).

USG steel J-runners, (212JR-23) (400JR-23) (600JR-23) (212JR-34) (400JR-34) (600JR-34) hot-dipped galvanized.

Steel angle clips 20 gauge, (2" x 2" x 2") (2" x 2" x 4") (horizontal shaft wall only).

USG steel jamb struts, (212JS-34) (400JS-34) (600JS-34) hot-dipped galvanized.

Runner fasteners, power-driven type, to withstand required single shear and bearing force when driven through structural head or base and without exceeding allowable design stress in runner, fastener or structural support (obtain locally).

Sheetrock acoustical sealant.

Sound batts – (1") (1-1/2") (3").

Zinc control joint #093.

Part 3: Execution

3.1 Examination

Examine substrates and abutting assemblies with installer present. Proceed with installation after conditions

determined to be satisfactory.

3.2 Preparation

Check that system components are available to construct USG shaft wall system

– Sheetrock Mold Tough gypsum liner panels

– Sheetrock glass-mat liner panels

– Sheetrock Firecode, Firecode C, or Ultracode Core gypsum panels

– Sheetrock Mold Tough Firecode Core, Firecode C Core or Ultracode Core gypsum panels

– Durock cement board

– Fiberock abuse-resistant interior panels

– Sheetrock gypsum liner panels

35 USG Shaft Wall Systems

Application Guide Specifications

â&#x20AC;&#x201C; Fiberock Aqua-Tough interior panel

â&#x20AC;&#x201C; Imperial Firecode Core or Firecode C Core gypsum base

â&#x20AC;&#x201C; USG steel framing components (C-H studs, J-runner, E-studs, jamb struts)

Other fire-resistive elements/materials: Coordinate installation of USG shaft wall assembly with sprayed fire-resistive materials and other fire-resistive elements so that both elements remain complete and undamaged.

3.3 Shaft Wall Installation

USG Steel Framing and Sheetrock Gypsum Liner Panels

1. Position steel J-runners at floor and ceiling with the short leg toward finish side of wall.

2. Securely attach runners to structural supports with powder-actuated fasteners at both ends and max. 24" o.c.

3. For attachment to steel frame construction, install floor and ceiling J-runners and J-runners or E-studs on columns and

4. For attachment to structural steel, use Z-shaped stand-off clips secured to structural steel before fireproofing application.

5. Remove spray-fireproofing from J-runners and E-studs before installing gypsum liner panels.

6. For wall heights less than maximum available panel height, cut gypsum liner panels no more than 1" less than floor-to-

7. Where shaft wall height shaft exceeds maximum available panel-length, pieces of gypsum liner panel must be butted

a. Position gypsum liner panel end joints within upper and lower third points of wall.

b. Stagger joints top and bottom in adjacent panels.

c. Screw studs to runners on walls over 16'.

beams before steel is fireproofed.

ceiling height and erect vertically between J-runners. together at factory-cut ends.

8. Cut C-H studs 3/8" to not more than 1/2" less than floor-to-ceiling height.

9. Install C-H studs between gypsum liner panels with liner securely engaged.

10. Terminations: Install full-length steel E-studs or J-runners vertically at T-intersections, corners, door jambs and columns.

11. Openings: Frame with vertical E-stud or J-runner at vertical edges, horizontal J-runner at head and sill. Reinforce as

12. Elevator Door Frames: Install jamb struts each side of elevator door frames to act as strut-studs.

13. Steel Hinged Door Frames: Install floor-to-ceiling steel E-studs each side to act as strut-studs.

14. Attach strut-stud (see 3.2.A.12 or 3.2.A.13) to floor and ceiling runners with two 3/8" Type S-12 pan head screws.

shown in this brochure. Suitably frame all openings to maintain structural support for wall.

Attach strut-studs to jamb anchors with 1/2" Type S-12 screws. Over steel doors, install a cut-to-length section of J-Runner and attach to strut-studs with 3/8" Type S-12 screws.

1. Install resilient channels (RC-1 or equivalent) horizontally to face of studs, within 6" of floor and ceiling.

Resilient Channels

2. Apply resilient channels a maximum of 24" o.c. vertically (with open face up).

3. Attach resilient channels to studs with 3/8" Type S screws driven through holes in mounting flange.

4. Splice channel by nesting directly over stud; screw-attach through both flanges. Reinforce with screws at both ends of splice.

5. Install 1/2" x 3" wide continuous gypsum filler strips to top and bottom runner.

6. Gypsum panel application with resilient channel: Apply base layer horizontally to resilient channels with end joints staggered. Fasten with 1" Type S screws 12" o.c. Apply face layer vertically with joints staggered; attach to channels with 1-5/8" Type S screws 12" o.c.

Sheetrock Gypsum Panels Gypsum panels and fastening must be per the corresponding fire-resistance design number that is the basis of design. See the Performance Selector in this brochure for specific fire-resistance design numbers. The system references below

36 USG Shaft Wall Systems

correspond to the Performance Selector found on pages 14-15.

Per UL Design U415, Sheetrock gypsum panels may be applied vertically or horizontally in all of the systems

below, except System F. Please note appropriate fastener spacing. S ystem A—U415 or U469, one-hour fire-resistance rating. Apply one layer 5/8" Sheetrock Firecode Core gypsum panels to studs and runners with 1" Type S or S-12 (typical) screws. Fastener spacing – Space screws 12" o.c. for vertical panel application, 8" o.c. for horizontal panel application.

S ystem B—U415 or U438, two-hour fire-resistance rating. Apply two layers of 1/2" Sheetrock Firecode C Core gypsum panels. Apply base layer to studs with 1" Type S or S-12 (typical) screws. Space screws 24" o.c. along edges and in the field of the panels for vertical application, 16" o.c. for horizontal application. Apply face layer to studs and J-runners with 1-5/8" Type S or S-12 (typical) screws. Space screws 12" along the edges and in the field when applied vertically, 8" o.c. when applied horizontally. Stagger all joints between base and face layers.

S ystem D—U415 or U459, two-hour fire-resistance rating. Install 1-1/2" Thermafiber™ SAFB mineral wool batts in stud cavity. Apply base layer of 5/8" Sheetrock Firecode C Core gypsum panels using 1" Type S or S-12 (typical) screws spaced 24" o.c. when board is applied vertically. Space screws 16" o.c. when board is applied horizontally. Apply face layer of 1/2" Durock cement board to C-H Studs with 1-5/8" Durock tile backer screws spaced 8" o.c.

S ystem E—U415 or U467, two-hour fire-resistance rating. Apply one layer 1/2" Sheetrock Firecode C Core gypsum panels to both sides of C-H studs. Fasten with 1" Type S or S-12 (typical) screws. Space screws 12" o.c. along the edges and in the field for vertical panel application, 8" o.c. for horizontal.

S ystem F—U415, two-hour fire-resistance rating. Apply base layer 1/2" Sheetrock Firecode C Core gypsum panels to resilient channels with 1" Type S or S-12 (typical) screws spaced 24" o.c. Stagger end joints. Apply face layer 1/2" Sheetrock Firecode C Core gypsum panels with 1-5/8" Type S or S-12 (typical) screws spaced 12" o.c.

S ystem G—U415, three-hour fire-resistance rating. Apply two layers of 5/8" Sheetrock Firecode C Core gypsum panels using Type S or S-12 (typical) screws spaced 12" o.c. Apply first and second (inner) layers vertically or horizontally over room side of steel C-H studs. When applied vertically, center joints between panels over studs. Stagger all joints a minimum 24". When panels are applied horizontally, stagger joints a minimum 12". Apply third layer of 5/8" Sheetrock Firecode C Core gypsum panels vertically or horizontally over room side of steel C-H studs using 2-1/4" Type S or S-12 (typical) screws. Space screws 16" o.c. when board is applied vertically, 12" o.c. when board is applied horizontally.

System H—U415, three-hour fire-resistance rating. Alternate to System G above. Apply third layer of 5/8" Sheetrock Firecode C Core gypsum panels to other side of steel C-H studs. Horizontal Assemblies—two-hour fire-resistance rating. Install three layers of 1/2" Sheetrock Firecode C Core gypsum panels to horizontally installed C-H and/or E-studs. Apply the base layer with 1" Type S or S-12 (typical) screws spaced 24" o.c. Apply the mid-layer in the same manner with joints offset 2' and attached with 1-5/8" Type S or S-12 (typical) screws spaced 12" o.c. Apply the face layer attached with 2-1/4" Type S or S-12 (typical) screws spaced 12" o.c. Place face layer end joints between studs and secure with 1-1/2" Type G screws 8" o.c. Horizontal Stud Shaft Wall

1. Attach horizontal J-runners at the floor and top of wall and vertical J-runners to structural supporting elements with powder-actuated fasteners located not greater than 2" from ends and spaced no more than 24" on center with short leg of J-runner toward the finish side of the wall.

2. Install gypsum liner panels horizontally without butt joints, which limits the width of the wall to the available length of the liner panels.

3. Cut gypsum liner panels 1" less than the width of the wall, and center the panels between the vertical J-runners. The top edge of the uppermost liner panel to be cut 1" less than the wall height to clear the 1" leg of the top J-runner.

37 USG Shaft Wall Systems

Application Guide Specifications

4. Free edge of the uppermost and lower liner panels attached to the long leg of the top and bottom J-runners with 1-5/8" long Type S or S-12 steel screws spaced no greater than 12" on centers.

5. Cut C-H studs to maintain a 1/4" gap at each end of the wall.

6. Install C-H studs horizontally with the open “C” section of the studs facing down and spaced 24" on center.

7. Steel angles should be minimum 20 gauge, 2" x 2" x 2" for 4 C-H studs, and 2" x 2" x 4" for 6 C-H studs. Clips are centered under and tight to the web of the C-H studs, but not attached to the studs. Clips are attached through the web of the vertical J-runners to the underlying structural supporting element with a minimum of two 1/2" Type S-12 pan head screws.

8. As an alternative to the preceding angle clip, fasten each end of the horizontal C-H stud to the vertical J-runner legs with 1/2" Type S-12 pan-head steel screws on both sides of the wall.

9. End reactions of the horizontal C-H studs must be accommodated by the structural element required at the ends of the wall, and must be determined by a licensed professional engineer.

10. The allowable height of the wall is predicated on the structural adequacy of the vertical structural elements.

Sheetrock Gypsum Panels (for vertical and horizontal shaft walls)

V ent Shaft Enclosure—U529, two-hour fire-resistance rating. Install 1" x 2" x 25" ga. galvanized steel angles as runners on floor, ceilings and partition ends. Fasten runners or angles securely to structure with suitable fasteners spaced 24" o.c. max. Install 1/2" Sheetrock Firecode C Core gypsum panels vertically. Fasten to angles with 1" Type S or S-12 (typical) screws spaced 12" o.c. Apply Sheetrock® Durabond® setting-type or Sheetrock® Easy Sand™ lightweight settingtype joint compound on back side of liner panel and sheet-laminate to shaft-side board with vertical joints offset 12" from inner board joints. Also screw to shaft side board with 1-1/2" long Type G screws spaced 24" o.c. in both directions. Laminate face board to liner panels in similar manner. Install face boards vertically with joints offset 12" from liner panel joints. Apply pressure when placing boards to ensure good adhesive bond and fasten to liner panel with 1-1/2" Type G screws, spaced 24" o.c.

3.4 Accessory Application

Gypsum Panel Joints—Finish all face layer joints and internal angles with a Sheetrock interior finishing

system installed according to manufacturer’s directions. See product folder J1424 for detailed recommendations.

Corner Bead—Reinforce all vertical and horizontal exterior corners with Sheetrock paper faced bead. See product folder J1424 for detailed recommendations.

Metal Trim—Where shaft wall terminates against masonry or other dissimilar material, apply Sheetrock paper faced bead and trim over face layer edge.

38 USG Shaft Wall Systems

About the cover: Project Skybridge at One North Halsted Chicago, IL Recipient of the 2004 AIA Honor Award Architects Perkins & Will Ralph Johnson, FAIA Chicago, IL Photographer ÂŠJames Steinkamp

Websites

usg.com usgdesignstudio.com Technical Service

800 USG.4YOU Samples/Literature E-mail

samplit@usg.com Samples/Literature Fax

888 874.2348 Customer Service

800 950.3839

Manufactured by United States Gypsum Company 550 West Adams Street Chicago, IL 60661

Product Information See usg.com for the most up-to-date product information. Metric Specifications USGâ&#x20AC;&#x2C6;Corporation, through its operating subsidiaries, will provide metric conversions on its products and systems to help specifiers match metric design sizes. In addition, some products are available in metric dimensions from selected manufacturing plants. Refer to SA100, Fire-Resistant Assemblies, for additional information and a Table of Metric Equivalents. Trademarks The following trademarks used herein are owned by United States Gypsum or a related company: Aqua-Tough, Dur-A-Bead, Durabond, Durock, Easy Sand, Fiberock, Firecode, Imperial, Mold Tough, Plus 3, RC-1, Sheetrock, Tuff-Hide, Ultracode, USG. Type S and S-12 are trademarks of ITW buildex. Thermafiber is a trademark of Thermafiber LLC. LEED is a registered trademark of U.S. Green Building Council.

SA926/rev. 5-10 ÂŠ 2010, United States Gypsum Company Printed in U.S.A.

Notice We shall not be liable for incidental and consequential damages, directly or indirectly sustained, nor for any loss caused by application of these goods not in accordance with current printed instructions or for other than the intended use. Our liability is expressly limited to replacement of defective goods. Any claim shall be deemed waived unless made in writing to us within thirty (30) days from date it was or reasonably should have been discovered. Note All products described here may not be available in all geographic markets. Consult your local sales office or representative for information. Safety First! Follow good safety and industrial hygiene practices during handling and installation of all products and systems. Take necessary precautions and wear the appropriate personal protective equipment as needed. Read material safety data sheets and related literature on products before specification and/or installation.

Fire protection for townhouses that share a common wall

Area SeparationWall Systems

Area separation walls between adjoining townhouses must provide fire-resistive ratings to ensure the safety of occupants in adjacent dwellings. Noise attenuation is also important, to ensure that townhouse dwellers are not disturbed by sound from their neighbors.

Fire and Sound Separation

User’s Guide

This brochure explains: – Where area separation walls are used – The components of area separation wall systems – How to select and specify the appropriate components of an area separation wall system

Pages

Understand Your System

Overview Applications

Components

Performance Testing

Select Your System

Design Details

Design Your System

Good Design Practices

13 Specify Your System

Application Guide Specifications

For More Information

Technical Service 800 USG.4YOU Websites usg.com usgdesignstudio.com

3 USG Area Separation Wall Systems

Overview

Effective fire resistance and sound attenuation are important considerations in townhouse design. An area separation wall can be used in townhouses up to four stories (44) tall and with all common floor-ceiling heightsa. It must either be continuous from the foundation to the underside of the protected roof sheathing, or continue through the roof to form a parapet. The area separation wall is designed to allow for collapse of the construction on the fire-exposed side, without collapse of the entire wall. To do this, aluminum breakaway clips attach the separation wall to the adjacent framing. When one side of the separation wall is exposed to fire, the clips are designed to soften and break away. This allows the structure on the fire side of the separation wall to collapse, while the clips on the unexposed side of the separation wall continue to support the separation wall. The area separation wall remains intact, protecting the adjacent townhouse. Note (a) System has been fire tested up to 66. Please consult your USG representative for information.

Typical Area Separation Wall Assembly

2 x 4 stud framing Sheetrock® brand gypsum panels (as required)

1 Sheetrock® brand gypsum liner panels, or Sheetrock® brand Mold Tough® liner panels or Sheetrock® brand glass-mat liner panels sound batts min. 3/4 airspace between 2 area separation wall and wood framing 2 H-studs 24 o.c. 2 USG C-runners USG aluminum breakaway clip fire blocking as required fire blocking as required

4 USG Area Separation Wall Systems

Applications

USG area separation wall systems are lightweight, non-load-bearing gypsum panel partition assemblies used to provide fire-resistive protection for common walls in townhouse construction. These systems install quickly and easily. Because they weigh at least 50% less than masonry walls, installation proceeds rapidly. In addition, use of these assemblies gains valuable floor space for the building interior, because thickness is 3-1/2 compared to 8 to 12 for a masonry wall without interior finish.

5 USG Area Separation Wall Systems

Components

USG area separation wall systems have been comprehensively tested for fire resistance ratings only when all of the system components are used together. Substitutions of any of the components are not recommended and are not supported by USG. Refer to the appropriate product material safety data sheet for complete health and safety information. Gypsum Liner Sheetrock® Brand Gypsum Liner Panels Panels – Noncombustible core encased in water-resistant 100% recycled green face and back paper

– UL/ULC Classified for fire resistance (type SLX)

– Panels are 1 thick and 24 wide with beveled edges and are available in 8-12 lengths

– Refer to product submittal sheet WB2278 for complete information

Sheetrock® Brand Mold Tough® Gypsum Liner Panels

– Noncombustible core encased in a moisture- and mold-resistant, 100% recycled blue face and back paper

– UL/ULC Classified for fire resistance (type SLX)

– Panels are 1 thick and 24 wide with beveled edges and are available in 8-12 lengths

– Refer to product submittal sheet WB2313 for complete information

Sheetrock® Brand Glass-Mat Liner Panels

– Noncombustible core encased in moisture- and mold-resistant green glass-mat

– Direct substitute for Sheetrock gypsum liner panels or Sheetrock Mold Tough liner panels where prolonged weather exposure is anticipated

– UL/ULC Classified for fire resistance (type SLX)

– Panels are 1 thick and 24 wide with beveled edges and are available in 8-12 lengths

– Refer to product submittal sheet WB2483 for complete information

Metal Framing USG® Steel C-Runner, USG Steel H-Stud Components – Galvanized steel (G40) per ASTM A1003 USG Aluminum Breakaway Clip

– Performs as a breakaway fuse by melting or yielding from the rise in temperature on the fire side of the wall

– Allows the fire-engulfed structure to collapse independent of the area separation wall

Related Products Sheetrock® Acoustical Sealant

– Highly elastic, water-based sealant

– Refer to product submittal sheet J678 for complete information

Sheetrock® All Purpose Joint Compound

– Versatile performer: tape, finish, texture, laminate or skim coat

– Combines single-package, ready-mixed convenience with good taping and topping performance

– Refer to product submittal sheet J60A for complete information 6 USG Area Separation Wall Systems

Performance Testing

USG area separation wall systems have been independently tested to meet performance requirements for fire resistance, structural performance and sound control. Performance Tests Extensive testing and continuous improvements ensure that USG area separation wall systems will provide the vertical fire resistance and sound performance that projects demand. Testing Methods USG area separation wall systems have been tested to ensure long-term performance. All USG products and systems undergo exhaustive testing to ensure that they meet exacting standards. USG products are Classified as to fire resistance and fire-hazard properties. As part of this protocol, Underwriters Laboratories Inc. (UL) periodically audits production of these materials to ensure compliance with necessary properties. UL is an independent, not-for-profit product safety testing and certification organization that has tested products for public safety for over a century.

Products and systems are tested in accordance with ASTM standards. ASTM International is one of the largest

voluntary standards development organizations in the world, and it is a trusted source for technical standards for materials, products, systems and services. Sound Transmission Class (STC) rates the effectiveness of walls and other components at blocking airborne sound. Testing Fire Protection Results In the event of a fire, area separation walls must ensure that fire does not spread from one townhouse to the next. Building codes mandate that area separation walls are fire tested according to specific test standards, such as ASTM E119, “Standard Test Method for Fire Tests of Building Construction and Materials,” or its equivalent.

Fire resistance testing ensures that this critical performance component will not be compromised when the

system is properly installed. Fire testing results in the following:

– UL Classification of all gypsum panel components for fire resistance

– UL listing of system fire resistance for 2 hours

Sound Control Sound control test data demonstrate the effectiveness of USG area separation wall systems in attenuating sound. This means that occupants of adjacent buildings will have more privacy. STC ratings up to 60 are available. Moisture/Mold The best way to minimize damage from moisture and mold is to minimize or eliminate exposure to water before, during and after construction. In all cases where moisture intrusion occurs, eliminate all sources of moisture immediately.

Sheetrock Mold Tough gypsum liner panels have a noncombustible, moisture- and mold-resistant core encased in

a moisture- and mold-resistant, 100% recycled blue face and black paper. Sheetrock glass-mat liner panels have a noncombustible, moisture- and mold-resistant gypsum core that is encased in a moisture- and mold-resistant glass-mat. When used in conjunction with good construction practices, these products will minimize, but not eliminate, the risk of moisture and mold damage. For more information on moisture and mold control, visit the following websites: New York City Department of Health United States Environmental ci.nyc.ny.us/html/doh Protection Agency epa.gov Search for mold resources. Search for mold resources. 7 USG Area Separation Wall Systems

Responsible Solutions to Mold Coalition responsiblemoldsolutions.org

Performance Testing

Sustainability The LEED® (Leadership in Energy and Environmental Design) program is a guideline for building solutions established by the U.S. Green Building Council (USGBC).

LEED’s mission is to transform the building industry by establishing a common standard of measurement to define

what constitutes a “green building.” To this end, LEED provides a framework for assessing building performance and meeting sustainability goals. This framework assigns points for certain sustainability criteria, such as sustainable site development, water savings, energy efficiency, materials selection and indoor environmental quality.

Specific products cannot be LEED-certified, because there are many contingent factors in each project that must be

considered. However, certain products may assist you in obtaining LEED points for your design solution. For example:

USGBC LEED Credits MR 2 Construction Waste 2.1 Management 2.2

Recycled Content MR 4 4.1 4.2 Local/Regional Materials MR 5 5.1 5.2

Divert 50% of project waste (by weight) from landfill (1 point) Divert another 25% of project waste (by weight) from landfill (1 point) 10% of building materials must be recycled material, based on the cost of the total value of the materials in the project (1 point) Another point is awarded for an additional 10% of recycled material (1 point) If 10% of project materials are manufactured within 500 miles (1 point) If 20% of project materials are manufactured within 500 miles (1 point)

Using products with a high recycled content is only one part of the equation. Another key measure of sustainability

is embodied energy, which assesses the total energy required to produce a particular material or building component and get it to a building site. For example, if you use a product with a high recycled content but need to ship it across the country, the embodied energy costs of transportation may outweigh any environmental advantages of using a recycled product. It may be more environmentally sound to ship products made of virgin material from a plant close to a job site.

To generate a customized report, visit the USG Design Studio LEED Report Tool, at usgdesignstudio.com.

For more information about the sustainability of USG products, visit the EcoBlueprint section on usg.com.

For more information on USGBC and LEED, visit the following websites: U.S. Green Building Council usgbc.org

8 USG Area Separation Wall Systems

Leadership in Energy & Environmental Design usgbc.org/leed/leed_main.asp

Performance Selector All details, specifications and data contained in this literature are intended as a general guide. These products must not be used in a design or construction of any given structure without complete and detailed evaluation by a qualified structural engineer or architect to verify suitability of a particular product for use in the structure. 2-Hour Fire-rated Construction

Non-load-bearing

Acoustical Performance

Reference

Construction Detail

Description

Test Number

STC

ARL

Index

SA925

• 1 Sheetrock gypsum liner panels • 2 USG H-studs 24 o.c. – minimum 3/4 air space both sides separating liner panels from adjacent construction

UL Des U336

Separation wall (non-load-bearing) • 1 Sheetrock gypsum liner panels • 2 USG H-studs 24 o.c. Protected wall (bearing or non-load-bearing) of wood or steel studs each side min 3/4 from liner panels • 1/2 Sheetrock gypsum panels

UL Des U336

RAL-TL-88-353

RAL-TL-88-348 Based on 2 mineral wool batt on one side

RAL-TL-88-351 Based on 2x4s and 3 mineral wool batt one side

RAL-TL-88-347 Based on 2x4s and 2 mineral wool batt on both sides

RAL-TL-88-350 Based on 2x4s and 3 mineral wool batt on both sides

9 USG Area Separation Wall Systems

Design Details Basic Interfaces

Intersection at Roof

Exterior Wall Intersection (as required) saw cut

SHEETROCK gypsum panels

2" USG C-runner

roof deck

roof rafter

roof truss

2 X 4 stud weather barrier 2" USG H-stud

fire blocking as required

SHEETROCK gypsum panels as required 2" USG C-runners

exterior sheathing

2 x 4 stud framing 1" SHEETROCK gypsum liner panels

0.063" USG aluminum breakaway clip

Intermediate Floor

exterior cladding

Foundation

two 2" USG C-runners sound insulation (optional)

3/8" Type S pan head screw

11/4" Type W or S screw

sealant

.063" USG aluminum angle clips

SHEETROCK acoustical sealant

1" SHEETROCK gypsum liner panels

fire blocking as required joist

2" USG C-runner

power-driven fastener 24" o.c.

sealant as required

Foundation

Runner Installation

Components 13/8"

1" space runner 1/4" apart

2" 21/2"

USG C-runner

10 USG Area Separation Wall Systems

USG H-stud

.063” USG aluminum breakaway clip

Clip Spacing Requirements roof

4' plywood roof deck

ledgers trusses

attic

5/8" SHEETROCK FIRECODE Core gypsum panel (as required)

ceiling line

intermediate floor/ceiling assembly

23' upper most 23' of wall requires USG aluminum clips at 10' o.c. area separation wall

fire blocking at floor line

intermediate floor/ceiling assembly

44' proven structural stability to 44'; additional USG aluminum clips must be added 5' o.c. for the wall section below the upper most 23'

intermediate floor/ceiling assembly

2" H-stud

adjacent framing

Notes As allowed by code, 5/8 Sheetrock Firecode Core gypsum panels may be used as underlayment to roof sheathing with panels extending 4 on both sides of area separation wall and possibly roof side at rake end. Clip placement on page 10 is for typical construction. System has been fire tested up to 66. Please consult your USG representative for information.

11 USG Area Separation Wall Systems

Good Design Practices

Use this section as a reference if questions arise during the design or application of USG area separation wall systems. This section is an overview of good design, application, installation and safety considerations that should be addressed when USG products and systems are used. This section outlines some major issues, but is not intended to be a comprehensive review. We recommend that architects and contractors seek the assistance of safety professionals, especially at the professional construction site, because there are many factors to consider that are not included here. For safety and material handling information, please refer to Chapter 13 of The Gypsum Construction Handbook. 1

System Performance

USG conducts tests on products and systems to meet performance requirements of established test procedures specified by various agencies. Upon written request we will provide test certification for published fire, sound, structural and other pertinent data covering systems designed and constructed according to our published specifications. Substitutions of any of the components are not recommended and are not supported by USG.

Liner Panel Substitution

Note that in partitions indicating the use of Sheetrock gypsum liner panels, it is permissible to substitute Sheetrock

For maximum sound control with wall systems, seal the entire perimeter and between the horizontal, back-to-back

Sound Control Construction

C-runners at the intermediate levels with a minimum 1/4î&#x20AC;š bead of Sheetrock acoustical sealant.

Limitations

For use as a common 2-hour fire-resistance-rated wall separating townhouses. Not to be used for shear walls.

Additional Information

rated systems; and SA934, Moisture-Resistant Assemblies, for information on moisture resistance.

Mold Tough liner panels or Sheetrock glass-mat liner panels without compromising the fire rating.

See SA100, Fire-Resistant Assemblies, for fire- and sound-rated systems; SA200, Acoustical Assemblies, for sound-

12 USGâ&#x20AC;&#x2C6;Area Separation Wall Systems

Application Guide Specifications This guide specification is provided to assist you in specification of USG area separation wall systems. If you have additional questions or would like more information regarding this or other USG products and systems, please contact USG at 800 USG.4YOU.

Part 1: General

1.1 Scope

Specify to meet project requirements.

1.2 A. All materials, unless otherwise indicated, shall be manufactured by USG, and shall be installed in accordance Qualifications with its current printed directions.

System must be built in accordance with applicable model code research reports.

1.3 All materials shall be delivered in their original unopened packages and stored in an enclosed shelter providing Delivery and Storage protection from damage and exposure to the elements. Damaged or deteriorated materials shall be removed from the of Materials premises. Installed panels should be protected from the environment and dry before enclosing the wall.

Warning: Store all Sheetrock gypsum panels flat. Panels are heavy and can fall over, causing serious injury or

death. Do not move unless authorized. Use caution not to exceed floor limits or cause tripping hazards.

1.4 In cold weather during gypsum panel joint finishing, temperature within the building shall be maintained within the Environmental range of 55 to 70° F (13 to 21° C). Adequate ventilation shall be provided to carry off excess moisture. Storage and Conditions installation of products must be protected at all times from adverse environmental conditions and elements.

Part 2: Products

2.1 Materials

1 Sheetrock gypsum liner panels (Mold Tough and glass-mat), 24-wide, beveled-edge lengths as required.

USG Steel H-studs (200HS25), galvanized, lengths as required.

USG Steel C-runners (200CR25) galvanized, x 10 length.

USG aluminum angle clip—2 x 2-1/2 x 0.063 aluminum breakaway clips.

Joint treatment—Select a USG joint system.

F. Fasteners—Screws (1-1/4 Type W) (1-1/4 Type S) (3/8 Type S, pan head).

Sound batts 1, 1-1/2, 2 or 3 x 16 or 24 x 48.

Sheetrock acoustical sealant.

13 USG Area Separation Wall Systems

Part 3: Execution

3.1 A. Solid Wall

Foundation Position 2 C-runner and securely attach to foundation with power-driven fasteners at both ends and spaced 24 o.c.

Space adjacent runner sections 1/4 apart. Caulk under runner at foundation with a minimum of 1/4 bead of acoustical sealant.

B. First Floor

Install H-studs and liner panels to a convenient height (max. 2) above the floor line. Install two thicknesses of 1 liner panels vertically in C-runner with long edges in H-stud. Install H-studs and liner panels alternately until wall is completed. Cap top of panels with horizontal C-runner. Fasten C-runner flanges at all corners both sides with 3/8 Type S screws.

C. Intermediate Floors and Bottom of Trusses

Cap top of liner panels and H-studs with C-runner. Attach C-runner for next row of panels to the C-runner below with end joints staggered at least 12. Fasten the C-runners together with double 3/8 screws at ends and 24 o.c. Attach all H-studs and vertical C-runners to adjacent framing with aluminum breakaway clips. Clips attaching H-studs and vertical C-runners to adjacent framing on both sides require attachment to the H-stud and C-runner with one 3/8 Type S screw. Clips attaching H-studs and vertical C-runners to adjacent framing on only one side and with exterior exposure on the other side require attachment to the H-stud and C-runner with two 3/8 Type S screws. Attachment to the adjacent framing is with one 1-1/4 Type W or Type S screw. Locate horizontal C-runner joint within 2 of the intermediate floor. Install fire blocking between the solid wall system and adjacent framing at floor lines, bottom of truss line, and any other locations required by the applicable code.

D. Roof

Continue installing H-studs and liner panels for succeeding stories as described. Cut the liner panels and H-studs to roof pitch and length as necessary to follow the roof pitch. At roof, cap liner panels and H-studs with C-runner. Attach all H-studs to adjacent framing with aluminum breakaway clips. Clips attaching H-studs and vertical C-runners to adjacent framing on only one side and with exterior exposure on the other side require attachment to each vertical framing member with two 3/8 Type S screws. 3.2 USG area separation wall systems are suitable for exterior walls with an appropriate weather barrier installed over the Exterior Wall system and under an exterior cladding. Exterior exposure is limited to 15 psf wind load and requires vertical clip spacing of 4 o.c. maximum. Exterior exposure requires attachment of the aluminum breakaway clips to each vertical steel framing member with two 3/8 Type S screws. Attachment of the clips to adjacent framing is with one 1-1/4 Type W or Type S screw. Uppermost clips should be placed as close to the roof line as practical attachment allows.

14 USG Area Separation Wall Systems

About the cover: Project Townhomes at Meridian Square Indianapolis, IN Design and Construction Ryland Homes Photographer ÂŠAlbert Vecerka/Esto

Technical Service

800 USG.4YOU Websites

usg.com usgdesignstudio.com Samples/Literature

888 874.2450 Samples/Literature E-mail

samplit@usg.com Samples/Literature Fax

888 874.2348 Customer Service

800 950.3839

Manufactured by United States Gypsum Company 550 West Adams Street Chicago, IL 60661

Product Information See usg.com for the most up-to-date product information. Metric Specifications USG Corporation, through its operating subsidiaries, will provide metric conversions on its products and systems to help specifiers match metric design sizes. In addition, some products are available in metric dimensions from selected manufacturing plants. Refer to SA100, Fire-Resistant Assemblies, for additional information and a Table of Metric Equivalents. Trademarks The following trademarks used herein are owned by United States Gypsum or a related company: Firecode, Mold Tough, Sheetrock, USG. LEED is a registered trademark of the U.S. Green Building Council. Notice We shall not be liable for incidental and consequential damages, directly or indirectly sustained nor for any loss

SA925/rev. 4-10 ÂŠ 2010, United States Gypsum Company Printed in U.S.A.

caused b application of these goods not in accordance with current printed instructions or for other than the intended use. Our liability is expressly limited to replacement of defective goods. Any claim shall be deemed waived unless made in writing to us within thirty (30) days from the date it was or reasonably should have been discovered. Note All products described here may not be available in all geographic markets. Consult your local sales office or representative for information. Safety First! Follow good safety and industrial hygiene practices during handling and installation of all products and systems. Take necessary precautions and wear the appropriate personal protective equipment as needed. Read material safety data sheets and related literature on products before specification and/or installation.