REVIEWED CONDUCTED FOR THE PURPOSE OF DETERMINING …

3115 NW 132nd Place, Portland, OR 97229-7037

Phone 503-531-8717 email [email protected]

Letter

Date: April 10, 2020

To: SK Hoff Construction 735 SW 158th Avenue Suite 130 Beaverton, OR 97006

Attention: Jason Amato Project Manager

From: David Gessert, P. E. Fire Protection Engineer

Subject/Project:

28th & Everett Apartments Fire Proofing Details Selected Structural Steel Members Revision 1

Job No.: 2020-11

Total Pages: 5

Introduction/Executive Summary Four custom designs are provided for providing fire resistance to selected steel members of the 28th & Everett Apartments project. All four custom designs provide at least 1-hour of fire resistance. Two designs conforming to standard practice (prescriptive design) for intumescent coating are shown on Drawing G6.50. These designs provide either 1-hour or 2-hours of fire resistance depending on the thickness of the coating. 28th & Everett Apartments Project Fire Proofing Details for Selected Steel Members Custom Designs Please refer to the following drawings –

S2.11 & S2.12W – Two sheets – These marked up drawings show the locations of the steel members that will have fire proofing materials covering them. The numbers refer to the specific details of the fire proofing. REVIEWED

04/10/2020

THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH INFORMATION GIVEN ANDTHE DESIGN CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS. REVIEW IS NOT

CONDUCTED FOR THE PURPOSE OF DETERMINING THE ACCURACY AND COMPLETENESSOF OTHER DETAILS SUCH AS DIMENSIONS AND QUANTITIES, OR FOR SUBSTANTIATINGINSTRUCTIONS FOR INSTALLATION OR PERFORMANCE OF EQUIPMENT OR SYSTEMS, ALL

OF WHICH REMAIN THE RESPONSIBILITY OF THE CONTRACTOR AS REQUIRED BY THECONTRACT DOCUMENTS. THE ARCHITECT’S REVIEW SHALL NOT CONSTITUTE APPROVAL

OF SAFETY PRECAUTIONS OR, UNLESS OTHERWISE SPECIFICALLY STATED BY THEARCHITECT, OF ANY CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR

PROCEDURES. THE ARCHITECT’S APPROVAL OF A SPECIFIC ITEM SHALL NOT INDICATEAPPROVAL OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT.

STUDIO 3 ARCHITECTURE, INC

Letter to Jason Amato April 10, 2020 Page 2 of 5

Details 1-5 – These details show the locations and specific product of the fire proofing

materials.

All four details require and provide at least 1-hour of fire resistance. Detail 1 Painted Steel Beam

This detail shows intumescent coating directly applied to the W12x40 beam and sheet metal covering the wood that is in contact with the flanges of the beam. The wood is protected so that it does not char away in fire conditions and expose the flanges of the beam. Intumescent coating shall be applied per the manufacturer’s instructions and Client Schedule.

Detail 2 Painted Steel Column

Detail 2 shows an HSS 5x5x¼ steel column installed immediately next to 6x6 wood wall framing. Sheet metal is installed on the wood wall framing covering the 2 inches immediately adjacent to the steel column. This sheet metal provides a metallic layer for the intumescent coating to adhere to. Intumescent coating is applied directly to the steel column and 2 inches on the steel metal covering the wood wall framing. The wood is protected so that it does not char away in fire conditions and expose the uncoated portion of the steel column. Intumescent coating shall be applied per the manufacturer’s instructions and Client Schedule.

Detail 3 Painted Steel Column with Sheet Metal

An HSS 5x5x¼ steel column is installed immediately between two 6x6 wall framing members. For ease of construction sheet metal is installed covering the steel column and 2 inches of the wood framing on either side of the column. Intumescent coating is applied entirely covering the sheet metal which protects the steel column and wood underneath. The wood is protected so that it does not char away in fire conditions and expose the uncoated portion of the steel column. Intumescent coating shall be applied per the manufacturer’s instructions and Client Schedule.

Detail 4 Steel Column Wrapped – Detail at Steel Buckets

No intumescent coating is used on this detail. This detail shows 3/8-inch steel bucket (bracket) attached to the HSS 4x4x¼ steel column. This bracket fixes the steel column and the 5½ x 11 7/8 glulam together.


Refer to structural steel fabrication drawing C2 – Two structural steel brackets are each made up of 2 – 3/8”x 4”x1’01/2” and 1 – 3/8”x4”x6” steel plate. Together these two brackets weight approximately 26 pounds. The “back” of the bracket is 1 3/8”x6”x1”07/8” steel plates. These back plates are welded hard up against the HSS 4x4x1/4 steel column together the column and the back plates weight approximately 178 pounds (162.5+16.2). Together the bracket and the column weight approximately 204 pounds (26+178). The bracket (minus the back plate) weighs approximately 13 percent of the assembly with the column and back plate making up the remainder 87 percent. The column’s mass dominates the assembly, the assembly is not uniform, and a W/D ratio is not available. Calculating the W/D ratio is not practical since the receding of the glulam beam would need to be accounted for as it chars away. For a solution for satisfactory fire resistance for the bracket the W/D ratio of the beam is used for the beam/bracket assembly. This is reasonable since the column and back plate dominate the mass of the assembly. The W/D ratio for the 4x4x¼ steel column is 0.76. See W/D, M/D, A/P Tables, Carboline Fireproofing Division. Two layers of 5/8 inch Type X Densglass overs the 3/8-inch steel brackets. This provides more than 1-hour of fire resistance. The intersection of W/D = 0.76 and 1¼“ Type X GWB shows approximately 1.7 hours of fire resistance. See Oregon Structural Specialty Code (OSSC), 2019 Edition, Figure 722.5.1(4). See Appendix for figure.

28th & Everett Apartments Project Fire Proofing Details for Selected Steel Members – Prescriptive Designs – Intumescent Coating Please refer to the following drawings:

Drawing G6.50, Wall Assembly Types, Plan Symbols CM03 and CM04. These details show the prescriptive designs for intumescent coating that provides either 1-hour or 2-hours of fire resistance.

Drawings S2.10W & S2.11 – These two drawings show the locations HSS 5x5x¼ steel columns being protected with Sherwin Williams’ intumescent coatings in conformance with UL Design Y624.

Conclusion The four custom designs provide at least 1-hour of fire resistance to selected structural steel members.


Prescriptive designs for providing fire resistance to selected structural steel columns are shown on drawing G6.50, Plan Symbols CM03 and CM04. These designs provide either 1-hour or 2-hours of fire resistance depending on the thickness of the intumescent coating. Appendix – OSSC (2019) Figure 722.5.1(4)

Figure 722.5.1(4)

Fire Resistance of Structural Steel Columns Protected with Various

Thicknesses of Type X Gypsum Wallboard References Client Schedule, Project Name: 28th & Evert fire proof details, 03/01/2020, Sherwin-Williams, Cleveland, Ohio Data Sheet – Firetex FX5120 Waterbased Intumescent Coating, Revised: December 12, 2016, Sherwin Williams, Cleveland, Ohio


Drawing – Steel Fabrication – Job 28th & Everett, DWG# C2, 04/06/2019, Islay Welding, Portland, Oregon Drawings for Custom Designs – Four Sheets, S2.10W, S2.11 & S2.12S, Marked up, Fire Proofing Details 1-4, 28th & Everett Project, as emailed on 03/16/2020, SK Hoff Construction, Beaverton, Oregon Drawings for Prescriptive Designs – G6.50, NE 28th & Everett Apartments, Wall Assembly Types, Revision 14, 07.16.2019, Studio 3 Architecture, Salem, Oregon Manual of Steel Construction, Eight Edition, 1980, American Institute of Steel Construction, Chicago, Illinois Oregon Structural Specialty Code, 2019 Edition, International Code Council, Country Club Hills, Illinois W/D, M/D, A/P Tables, Issued: June 7, 2007, Carboline Fireproofing Division, Carboline, St. Louis, Missouri UL Listing System No. W-L-1049, December 20, 2013, Specified Technologies Inc., Somerville, New Jersey End of Report

60 min FX5120 143 207

120 min FX5120 320 464

79 115

Revised: December 12, 2016

FIRETEX FX5120WATERBASED INTUMESCENT

COATING B59W5120 WhITE

Protective &

MarineCoatings

www.sherwin-williams.com/protective

Product descriPtion

FIRETEX FX5120 is a waterbased thin-film intumescent fire protec-tion coating for use on interior exposed structural steel substrates. Its smooth paint-like finish allows architects to design using exposed steel for a decorative and aesthetic final appearance.

• Provides up to 2 hours fire protection in accordance with UL 263 (ASTM E-119) and CAN/ULC-S101

• Single component• Aesthetic finish• Impact resistant• Outstanding application characteristics

Product characteristics

Finish: Flat

Color: White

Volume Solids: 69%

Weight Solids: 71%

VOC: <4 g/L ; 0.03 lb/gal

Note: Product is designed for spray and brush applicationRecommended Spreading Rate per coat:

Airless Spray BrushWet mils (microns) 56.0 (1400) 18.0 (441)Dry mils (microns) 40.0* (1000) 12.0 (300)~Coverage sq ft/gal (m2/L) 28 (0.7) 92 (2.3)Theoretical coverage sq ft/gal (m2/L) @ 1 mil / 25 microns dft 1104 (27.1)Maximum sag tolerance typically 72.0 mils (1800 microns) wet by airless spray.

* Required DFT for specific fire rating is dependent on steel sec-tion and size. Consult Sherwin-Williams Sales Representative.

Drying Schedule:@ 60°F/15°C @ 73°F/23°C

To touch: 5 hours 3 hoursTo handle*:To recoat: 24 hours 6 hours*This will depend on the total thickness of FIRETEX FX5120 to be applied. No more than 2 coats by airless spray should be applied within any 24 hour period.Drying time is temperature, humidity, and film thickness dependent.

Shelf Life: 10 months, unopenedStore indoors at 40°F (4.5°C) to 100°F (38°C).

Reducer/Clean Up: Water

continued on back

recommended uses

• For use on exposed structural steel that requires an aesthetic finish

• Commercial buildings• Healthcare / Hospitals• Hotels• Educational buildings• Stadiums• Iconic structures• Public buildings• Airports• Atriums• Warehouses• School gymnasiums• Convention centers• Suitable for use in USDA inspected facilities

aPProvals

• Provides Up To 2 Hours Fire Protection in Accordance With UL 263 (ASTM E-119) and CAN/ULC-S101

• UL D981 Beam Design• UL N636 Beam Design• UL Y623 Column Design• UL Y624 Tube Column Design

Performance characteristics

Test Name Test Method ResultsAbrasion Resistance ASTM D4060 290 mg lossAdhesion ASTM D4541-09 540 psiDurometer Hardness ASTM D2240-05 Shore D - 70Impact Resistance ASTM D2794-93 83 in. lbs.

Surface Burning ASTM E84Class AFlame Spread - 0 Smoke Developed - 5

aPPlication equiPmentThe following is a guide. Changes in pressures and tip sizes may be needed for proper spray characteristics. Always purge spray equipment before use with listed reducer. Any reduction must be compliant with existing VOC regulations and compatible with the existing environmental and application conditions.

Airless SprayNozzle Size: ......................HD .X23- .X25 (depending on application requirements)Operating Pressure: ..........2800-3000 psi (197-211 kg/cm²)

Airless fluid line hose with 3/8" ID is recommended. Lengths less than 100' feet of 3/8" ID fluid are recommendedwith a 10' 1/4 ID whip hose. All pump and gun filters must be removed.

BrushFIRETEX FX 5120 may be brush applied using a quality feather tipped brush such as the Purdy Nylox Soft. The typical maximum film build is 18 mils with faint brush marks remaining.

Revised: December 12, 2016

FIRETEX FX5120WATERBASED INTUMESCENT

COATING B59W5120 WhITE

Protective &

MarineCoatings

www.sherwin-williams.com/protective

surface PreParation

Surface must be clean, dry, and in sound condition. Remove all oil, dust, grease, dirt, loose rust, and other foreign material to ensure adequate adhesion.

aPPlication conditions

FIRETEX FX5120 must be applied in a dry internal environ-ment. It must not be exposed to condensation, damp or wet conditions during or after application.

Temperature: 40°F minimum* (air, surface, and material) At least 5°F (3ºC) above dew point*At application temperatures below 50°F (10°C), drying times will be signifi-cantly extended, and spraying characteristics may be impaired

Relative humidity: 80% maximum****In conditions of high relative humidity good ventilation conditions are essential.

Extended overcoating times may be required at low temperatures and/or high film thicknesses.

Occasionally cracking may occur on edges of flanges and external or internal angles of structural steel, depending on geometry, over-application and ambient conditions. This does not detrimentally affect the fire performance properties of the product.

ordering information

Packaging: 5 gallons (18.9L) of material in 5 gallon pail Weight: 11.6 lb/gal ; 1.39 Kg/L

disclaimerThe information and recommendations set forth in this Product Data Sheet are based upon tests conducted by or on behalf of The Sherwin-Williams Company. Such information and recommendations set forth herein are subject to change and pertain to the product offered at the time of publication. Consult your Sherwin-Williams representative to obtain the most recent Product Data Information and Application Bulletin.

WarrantyThe Sherwin-Williams Company warrants our products to be free of manufactur-ing defects in accord with applicable Sherwin-Williams quality control procedures. Liability for products proven defective, if any, is limited to replacement of the defec-tive product or the refund of the purchase price paid for the defective product as determined by Sherwin-Williams. NO OTHER WARRANTY OR GUARANTEE OF ANY KIND IS MADE BY SHERWIN-WILLIAMS, EXPRESSED OR IMPLIED, STATUTORY, BY OPERATION OF LAW OR OTHERWISE, INCLUDING MER-CHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE.

PRODUCT INFORMATION

recommended PrimersMust be primed with approved primer.

Approved Primers:Kem Bond HSKem Kromik Universal PrimerPro Industrial ProCryl Universal PrimerRecoatable Epoxy Primer

Contact your Sherwin-Williams Representative for specific products.

recommended toPcoatsApproved Topcoats:Pro Industrial DTM AcrylicDuration HomeEcoSelectEmeraldHarmonyHi-Solids PolyurethaneMetalatexPro Industrial Pre-Catalyzed EpoxyPro Industrial Multi-Surface AcrylicPro Mar 200 Zero VOCPro Mar 400 Zero VOCSoloSuperPaint Waterbased Acrolon 100Waterbased Catalyzed Epoxy

Contact your Sherwin-Williams Representative for specific products.

A topcoat is not UL/ULC required for Interior Conditioned Space (ICS) areas.

additional notes

The dry time of this material is retarded by high humidity condi-tions. Lack of air movement also slows down the drying process, and under such conditions it is advisable to introduce some method of circulating air over the coated surface in order to speed up the drying. A ventilated air speed of 6 feet per second is recommended.

clean uP instructions

Clean spills and spatters immediately with Water. Clean tools immediately after use with Water. Follow manufacturer's safety recommendations when using any solvent.

safety PrecautionsRefer to the MSDS sheet before use.

Published technical data and instructions are subject to change without notice. Contact your Sherwin-Williams representative for additional technical data and instructions.

W12X40 WF BEAM

2X NAILER

5

1

2

" X 11

7

8

" GLU-LAM BEAM

INTUMESCENT COAT

SHERWIN-WILLIAMS FX5120

DFT:79, WFT: 115

SPECSEAL LCI

SEALANT

24 GA. SHEET METAL24 GA. SHEET METAL

SPECSEAL LCI

SEALANT

24 GA. SHEET METAL

1 HR. INTUMESCENT COAT


DFT:143, WFT: 207

24 GA. SHEET METAL

DFT:79, WFT: 115

24. GA. SHEET

MEAL

2-HR INTUMESCENT COAT:


DFT: 320 MILS, WFT: 464 MILS

6X6 WALL FRAMING

MEMBER

OPEN

HSS 5X5X

1

4

STEEL COLUM

SPECSEAL LCI SEALANT

SPECSEAL LCI SEALANT

24 GA. SHEET MEAL

HSS 5X5X

1

4

STEEL COLUMN

INTUMESCENT COAT:


DFT: 143 MILS, WFT: 207MILS

6x62x6 6x6

SHEETMETAL

2x6

SHEETMETAL

1 HR. INTUMESCENT COAT:


DFT: 143 MILS, WFT: 207MILS

SPECSEAL

LCI SEALANT

SPECSEAL

LCI

SEALANT

HSS 4X4X

1

4

STEEL COLUMN

COLUMN WRAP PER DETAIL

ON G6.50

(2) LAYERS OF 5/8"

DENSGLASS

(2) LAYERS OF 5/8"

DENSGLASS TYPE X

5 1/2" X 11 7/8 " GLU-LAM

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NOTES:

1. INDICATES TOP OF MAT SLAB ELEVATION.

2. INDICATES STEP IN ELEVATION. REF. 3/S5.02 FOR TYPICAL MAT

STEP DETAIL.

3. REF. SHEETS S5.01 THRU S5.03 FOR TYPICAL CONCRETE DETAILS.

4. INDICATES CONCRETE WALL REF. 7/S5.03 FOR WALL REINF. SCHEDULE, U.N.O.

5. REF. S7.11 FOR STAIR FRAMING PLANS.

6. REF. 3/S5.03 FOR HOUSEKEEPING PAD DETAILS.

7. REF. S2.10W FOR WOOD FRAMING PLAN.

8. FULLY BACKFILL AGAINST PERIMETER BASEMENT RETAINING WALLS

BEFORE INSTALLING WOOD FRAMING.

EL. XXX'-XX"

9. CD= CUSTOM DETAIL

111 SW Fifth Ave., Suite 2500Portland, OR 97204

O: 503.227.3251F: 503.227.7980www.kpff.com

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19' - 4"

144' - 4"

19' - 4" 5' - 3" 19' - 0" 29' - 0 1/2"

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17' - 7" 5' - 3" 19' - 0"

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LINE

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4

10'-10"

2'-11 1/4"

3'-7 3/16"

4 3/8"

NOTES:

1. INDICATES TOP OF MAT SLAB ELEVATION.

2. INDICATES STEP IN ELEVATION. REF. 5/S5.01 FOR SLAB

STEP DETAIL.

3. INDICATES CONCRETE WALL

4. REF. S2.11W FOR WOOD FRAMING PLANS.

5. REF. 1/S5.01 THRU 4/S5.01 FOR TYPICAL SLAB ON GRADE REQUIREMENTS.

6. INDICATES CONNECTION TYPE. REF. SHEET S6.04 FOR SCHEDULES AND

CONNECTION DETAILS. REF. NOTE 4 WHERE CONNECTION

TYPES ARE NOT SHOWN.

7. INDICATES 3'-0"x3'-0"x1'-0" SPREAD FOOTING w/ (3) #5 BOT. BARS EACH WAY.

8. (XXX.XX') INDICATES BOTTOM OF FOOTING ELEVATION.

EL. XXX'-XX"

X

A

9. CD CUSTOM DETAIL


O: 503.227.3251F: 503.227.7980www.kpff.com

PM:

DATE FILE

A

B

C

D

1 2 3 4 5

PIC:

JC:

DRAWN BY:

JOB NO:

DATE:

NE 28TH & EVERETT

APARTMENTS

J. Richards

A. Wegner

B. Shaner

TE

RM

S A

ND

C

ON

DIT

IO

NS

IN

FO

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AT

IO

N O

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4/2/2020 11:09:36 A

MC

:\1R

EV

IT

\10021600131_bradfrench3417.rvt

NE 28TH & EVERETT

PORTLAND, OR

FIRST FLOOR

CONCRETE

AND STEEL

FRAMING

PLAN

07/07/17

S2.11

10021600131-R20

BID SET

04-2014


N

1/8" = 1'-0"

1

FIRST FLOOR CONCRETE AND STEEL FRAMING PLAN

4 02/02/2018 ADD 02

5 02/28/2018 BID SET

8 09/26/2018 ASI 01

9 12/07/2018 ASI 02

B E J

1

5

8

4

D G HFC

2

3

7

9

6

10

A

STEEL BALCONY

BELOW

REF. S6.01

19

' - 0

"5

' - 3

"9

' - 2

"7

' - 3

1

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"8

' - 9

"5

1' - 3

1

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"1

9' - 0

"5

' - 3

"1

9' - 4

"

14

4' - 4

"

19' - 4" 5' - 3" 19' - 0" 29' - 0 1/2" 1' - 5" 17' - 7" 5' - 3" 19' - 0"

115' - 10 1/2"

W12x40

CD01

NOTES:

1. REF. SHEET S6.04 FOR TYPICAL STEEL DETAILS.

2. BEAMS ARE CENTERED ON COLUMNS, WALLS AND/OR GRID LINES, U.N.O.

3. INDICATES CONNECTION TYPE. REF. SHEET S6.04 FOR SCHEDULES AND

CONNECTION DETAILS. REF. NOTE 4 WHERE CONNECTION

TYPES ARE NOT SHOWN.

4. PROVIDE THE FOLLOWING CONNECTION TYPES UNLESS NOTED

OTHERWISE ON THE PLANS:

5. INDICATES MOMENT CONNECTION. REF. 1/S6.04 FOR DETAILS U.N.O.

BEAM DESIGNATION CONNECTION TYPE

W8

W10

W12, W14

W16, W18

2D

2

3

4

X

6. CUSTOM DETAILCD


O: 503.227.3251F: 503.227.7980www.kpff.com

PM:

DATE FILE

A

B

C

D

1 2 3 4 5

PIC:

JC:

DRAWN BY:

JOB NO:

DATE:

NE 28TH & EVERETT

APARTMENTS

J. Richards

A. Wegner

B. Shaner

TE

RM

S A

ND

C

ON

DIT

IO

NS

IN

FO

RM

AT

IO

N O

N T

HE

SE

C

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F

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4/2/2020 11:09:59 A

MC

:\1R

EV

IT

\10021600131_bradfrench3417.rvt

NE 28TH & EVERETT

PORTLAND, OR

SECOND

FLOOR STEEL

FRAMING

PLAN

07/07/17

S2.12S

10021600131-R20

BID SET

04-2014


SECOND FLOOR STEEL FRAMING PLAN

1/8" = 1'-0"

1

N

1 09/29/2017 AHJ 01

2 09/29/2017 ADD 01

4 02/02/2018 ADD 02

5 02/28/2018 BID SET

8 09/26/2018 ASI 01

Typical weld connection of steelbucket to HSS column, per CD04

4/19/2017 BXUV.Y624 Fireresistance Ratings ANSI/UL 263

http://database.ul.com/cgibin/XYV/template/LISEXT/1FRAME/showpage.html?name=BXUV.Y624&ccnshorttitle=Fireresistance+Ratings++ANSI/UL+263&ob… 1/8

Design No. Y624BXUV.Y624

Fireresistance Ratings ANSI/UL 263

Page Bottom

Design/System/Construction/Assembly Usage DisclaimerAuthorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of ULCertified products, equipment, system, devices, and materials.Authorities Having Jurisdiction should be consulted before construction.Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance withapplicable requirements. The published information cannot always address every construction nuance encountered in the field.When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the productmanufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for eachproduct category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternatemethods of construction.Only products which bear UL's Mark are considered Certified.

BXUV Fire Resistance Ratings ANSI/UL 263

BXUV7 Fire Resistance Ratings CAN/ULCS101 Certified for CanadaSee General Information for Fireresistance Ratings ANSI/UL 263

See General Information for Fire Resistance Ratings CAN/ULCS101 Certified for Canada

Design No. Y624March 22, 2013

Ratings 1, 11/2 and 2 Hr (See Item 3)

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (suchas Canada), respectively.

http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=BXUV.GuideInfo&ccnshorttitle=Fire-resistance+Ratings+-+ANSI/UL+263&objid=1074327030&cfgid=1073741824&version=versionless&parent_id=1073984818&sequence=1

http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=BXUV7.GuideInfo&ccnshorttitle=Fire+Resistance+Ratings+-+CAN/ULC-S101+Certified+for+Canada&objid=1074205658&cfgid=1073741824&version=versionless&parent_id=1073984820&sequence=1



1. Steel Tube Column — Steel rectangular tube (ST) or pipe (SP) columns with the minimum sizes shown in thetables below.

2. Primer Coating — 50 micron (2 mil) thickness of an epoxy primer 100 micron (4 mil) thickness of a modified alkydprimer or 50 micron (2 mil) of an acrylic primer.

3. Mastic & Intumescent Coating* — Coating spray or brush applied in accordance with the manufacturer'sinstructions at the minimum average dry thickness shown in the thickness below. The thickness shown does not includeprimer thickness.

Required Thickness (mm)

Hp/A 60 min. 90 min. 120 min.

210 4.09 6.04 8.96

205 4.01 5.94 8.80

200 3.92 5.83 8.65

195 3.84 5.73 8.49

190 3.75 5.63 8.34

185 3.67 5.52 8.18

180 3.58 5.42 8.03

175 3.50 5.32 7.87

170 3.41 5.22 7.72

165 3.33 5.11 7.56

160 3.25 5.01 7.40

155 3.16 4.91 7.25

150 3.08 4.80 7.09

145 2.99 4.70 6.94



140 2.91 4.60 6.78

135 2.82 4.49 6.63

130 2.74 4.39 6.47

125 2.65 4.29 6.32

120 2.57 4.18 6.16

115 2.49 4.08 6.00

110 2.40 3.98 5.85

105 2.32 3.87 5.69

100 2.23 3.77 5.54

95 2.15 3.67 5.38

90 2.06 3.57 5.23

85 1.98 3.46 5.07

80 1.89 3.36 4.92

75 1.81 3.26 4.76

70 1.72 3.15 4.61

65 1.64 3.05 4.45

Required Thickness (in)

HSS Tube Size A/P 60 min. 90 min. 120 min.

2x2x1/4 0.21 0.149 0.223 0.331

2.5x2.5x1/4 0.21 0.149 0.223 0.331

3x2x1/4 0.21 0.149 0.223 0.331

3x3x1/4 0.22 0.143 0.216 0.320

3.5x3.5x1/4 0.22 0.143 0.216 0.320

4x2x1/4 0.22 0.143 0.216 0.320

4x3x1/4 0.22 0.143 0.216 0.320

4x4x1/4 0.22 0.143 0.216 0.320

5x2x1/4 0.22 0.143 0.216 0.320

5x3x1/4 0.22 0.143 0.216 0.320

6x2x1/4 0.22 0.143 0.216 0.320

5x4x1/4 0.22 0.143 0.216 0.320

5x5x1/4 0.22 0.143 0.216 0.320

6x3x1/4 0.22 0.143 0.216 0.320

6x4x1/4 0.22 0.143 0.216 0.320

7x3x1/4 0.22 0.143 0.216 0.320

8x2x1/4 0.22 0.143 0.216 0.320

7x4x1/4 0.23 0.137 0.209 0.309

7x7x1/4 0.23 0.137 0.209 0.309

8x3x1/4 0.23 0.137 0.209 0.309

8x4x1/4 0.23 0.137 0.209 0.309

8x6x1/4 0.23 0.137 0.209 0.309

8x8x1/4 0.23 0.137 0.209 0.309

CM03, CD031 -Hour Rating.143" = 143 mil

CM04, CD022-Hour Rating.320" = 320 mils



10x2x1/4 0.23 0.137 0.209 0.309

10x4x1/4 0.23 0.137 0.209 0.309

10x6x1/4 0.23 0.137 0.209 0.309

10x10x1/4 0.23 0.137 0.209 0.309

12x2x1/4 0.23 0.137 0.209 0.309

12x4x1/4 0.23 0.137 0.209 0.309

12X6X1/4 0.23 0.137 0.209 0.309

12x8x1/4 0.23 0.137 0.209 0.309

12x12x1/4 0.23 0.137 0.209 0.309

14x4x1/4 0.23 0.137 0.209 0.309

14x6x1/4 0.23 0.137 0.209 0.309

3X3X5/16 0.27 0.120 0.187 0.277

3.5X3.5X5/16 0.27 0.120 0.187 0.277

4x2x5/16 0.27 0.120 0.187 0.277

4X3X5/16 0.27 0.120 0.187 0.277

5x2x5/16 0.27 0.120 0.187 0.277

4X4X5/16 0.27 0.120 0.187 0.277

5X3X15/16 0.27 0.120 0.187 0.277

6x2x5/16 0.27 0.120 0.187 0.277

5X4X5/16 0.28 0.116 0.183 0.271

5X5X5/16 0.28 0.116 0.183 0.271

6X3X5/16 0.28 0.116 0.183 0.271

6X4X5/16 0.28 0.116 0.183 0.271

7X3X5/16 0.28 0.116 0.183 0.271

7X4X5/16 0.28 0.116 0.183 0.271

8X2X5/16 0.28 0.116 0.183 0.271

8X3X5/16 0.28 0.116 0.183 0.271

6X6X5/16 0.28 0.116 0.183 0.271

7X5X5/16 0.28 0.116 0.183 0.271

7X7X5/16 0.28 0.116 0.183 0.271

8X4X5/16 0.28 0.116 0.183 0.271

8X6X5/16 0.28 0.116 0.183 0.271

8X8X5/16 0.28 0.116 0.183 0.271

10X2X5/16 0.28 0.116 0.183 0.271

10X4X5/16 0.28 0.116 0.183 0.271

10X6X5/16 0.28 0.116 0.183 0.271

10X10X5/16 0.28 0.116 0.183 0.271

12X4X5/16 0.28 0.116 0.183 0.271

12X6X5/16 0.28 0.116 0.183 0.271

12X8X5/16 0.28 0.116 0.183 0.271

14X4X5/16 0.28 0.116 0.183 0.271



14X6X5/16 0.28 0.116 0.183 0.271

16X4X5/16 0.28 0.116 0.183 0.271

12X12X5/16 0.29 0.113 0.179 0.265

14X10X5/16 0.29 0.113 0.179 0.265

16X8X5/16 0.29 0.113 0.179 0.265

18X6X5/16 0.29 0.113 0.179 0.265

20X4X5/16 0.29 0.113 0.179 0.265

14X14X5/16 0.29 0.113 0.179 0.265

16X12X5/16 0.29 0.113 0.179 0.265

16X16X5/16 0.29 0.113 0.179 0.265

20X8X5/16 0.29 0.113 0.179 0.265

4X4X3/8 0.32 0.104 0.168 0.247

5X3X3/8 0.32 0.104 0.168 0.247

6X2X3/8 0.32 0.104 0.168 0.247

5X4X3/8 0.33 0.102 0.166 0.244

6X3X3/8 0.33 0.102 0.166 0.244

5X5X3/8 0.33 0.102 0.166 0.244

6X4X3/8 0.33 0.102 0.166 0.244

6X6X3/8 0.33 0.102 0.166 0.244

7X3X3/8 0.33 0.102 0.166 0.244

7X4X3/8 0.33 0.102 0.166 0.244

7X5X3/8 0.33 0.102 0.166 0.244

8X2X3/8 0.33 0.102 0.166 0.244

8X3X3/8 0.33 0.102 0.166 0.244

8X4X3/8 0.33 0.102 0.166 0.244

7X7X3/8 0.34 0.099 0.162 0.239

8X6X3/8 0.34 0.099 0.162 0.239

10X4X3/8 0.34 0.099 0.162 0.239

8X8X3/8 0.34 0.099 0.162 0.239

10X6X3/8 0.34 0.099 0.162 0.239

10X10X3/8 0.34 0.099 0.162 0.239

12X4X3/8 0.34 0.099 0.162 0.239

12X6X3/8 0.34 0.099 0.162 0.239

12X8X3/8 0.34 0.099 0.162 0.239

12X12X3/8 0.34 0.099 0.162 0.239

14X4X3/8 0.34 0.099 0.162 0.239

14X6X3/8 0.34 0.099 0.162 0.239

14X10X3/8 0.34 0.099 0.162 0.239

14X14X3/8 0.34 0.099 0.162 0.239

16X4X3/8 0.34 0.099 0.162 0.239

16X8X3/8 0.34 0.099 0.162 0.239



16X12X3/8 0.34 0.099 0.162 0.239

18X6X3/8 0.34 0.099 0.162 0.239

20X4X3/8 0.34 0.099 0.162 0.239

20X8X3/8 0.34 0.099 0.162 0.239

16X16X3/8 0.34 0.099 0.162 0.239

4X4X1/2 0.42 0.084 0.144 0.211

5X3X1/2 0.42 0.084 0.144 0.211

5X5X1/2 0.43 0.083 0.142 0.208

6X4X1/2 0.43 0.083 0.142 0.208

6X6X1/2 0.44 0.081 0.140 0.206

7X5X1/2 0.44 0.081 0.140 0.206

7X7X1/2 0.44 0.081 0.140 0.206

8X4X1/2 0.44 0.081 0.140 0.206

8X6X1/2 0.44 0.081 0.140 0.206

10X4X1/2 0.44 0.081 0.140 0.206

8X8X1/2 0.44 0.081 0.140 0.206

10X6X1/2 0.44 0.081 0.140 0.206

12X4X1/2 0.44 0.081 0.140 0.206

12X6X1/2 0.45 0.080 0.139 0.203

14X4X1/2 0.45 0.080 0.139 0.203

10X10X1/2 0.45 0.080 0.139 0.203

12X8X1/2 0.45 0.080 0.139 0.203

12X12X1/2 0.45 0.080 0.139 0.203

14X6X1/2 0.45 0.080 0.139 0.203

14X10X1/2 0.45 0.080 0.139 0.203

14X14X1/2 0.45 0.080 0.139 0.203

16X4X1/2 0.45 0.080 0.139 0.203

16X8X1/2 0.45 0.080 0.139 0.203

16X12X1/2 0.45 0.080 0.139 0.203

16X16X1/2 0.45 0.080 0.139 0.203

18X6X1/2 0.45 0.080 0.139 0.203

20X4X1/2 0.45 0.080 0.139 0.203

20X8X1/2 0.45 0.080 0.139 0.203

20X12X1/2 0.45 0.080 0.139 0.203

8X8X5/8 0.55 0.069 0.126 0.184

10X10X5/8 0.55 0.069 0.126 0.184

12X8X5/8 0.55 0.069 0.126 0.184

16X12X5/8 0.56 0.068 0.124 0.181

Required Thickness (in)

HSS Pipe Size A/P 60 min. 90 min. 120 min.

3x0.216 0.19 0.161 0.238 0.353



3.5x0.216 0.19 0.161 0.238 0.353

2.5X0.25 0.21 0.149 0.223 0.331

3X0.25 0.22 0.143 0.216 0.320

3.5X0.25 0.22 0.143 0.216 0.320

4X0.25 0.22 0.143 0.216 0.320

5X0.25 0.22 0.143 0.216 0.320

6X0.25 0.22 0.143 0.216 0.320

6.625X0.25 0.23 0.137 0.209 0.309

7X0.25 0.23 0.137 0.209 0.309

7.5X0.25 0.23 0.137 0.209 0.309

8.625X0.25 0.23 0.137 0.209 0.309

9.625X0.25 0.23 0.137 0.209 0.309

10X0.25 0.23 0.137 0.209 0.309

12.5X0.25 0.23 0.137 0.209 0.309

5X0.258 0.23 0.137 0.209 0.309

6X0.28 0.25 0.128 0.197 0.292

3 X 0.3 0.25 0.128 0.197 0.292

3.5X0.300 0.26 0.124 0.192 0.284

3.5X0.313 0.27 0.120 0.187 0.277

4X0.313 0.27 0.120 0.187 0.277

5X0.312 0.27 0.120 0.187 0.277

6X0.312 0.28 0.116 0.183 0.271

6.625X0.312 0.28 0.116 0.183 0.271

7X0.312 0.28 0.116 0.183 0.271

7.5X0.312 0.28 0.116 0.183 0.271

9.625X0.312 0.28 0.116 0.183 0.271

10X0.312 0.28 0.116 0.183 0.271

12.5X0.312 0.28 0.116 0.183 0.271

14X0.312 0.29 0.113 0.179 0.265

16X0.312 0.29 0.113 0.179 0.265

4X0.337 0.29 0.113 0.179 0.265

5X0.375 0.33 0.102 0.166 0.244

10X0.375 0.34 0.099 0.162 0.239

14X0.375 0.34 0.099 0.162 0.239

16X0.375 0.34 0.099 0.162 0.239

18X0.375 0.34 0.099 0.162 0.239

20X0.375 0.34 0.099 0.162 0.239

16X0.438 0.40 0.087 0.148 0.217

5X0.5 0.43 0.083 0.142 0.208

6X0.5 0.43 0.083 0.142 0.208

7X0.5 0.43 0.083 0.142 0.208



10X0.5 0.44 0.081 0.140 0.206

12.5X0.5 0.45 0.080 0.139 0.203

14X0.5 0.45 0.080 0.139 0.203

16X0.5 0.45 0.080 0.139 0.203

18X0.5 0.45 0.080 0.139 0.203

20X0.5 0.45 0.080 0.139 0.203

10X0.625 0.55 0.069 0.126 0.184

11.25X0.625 0.55 0.069 0.126 0.184

12X0.625 0.55 0.069 0.126 0.184

LEIGH'S PAINTS — FIRETEX FX5120 INVESTIGATED FOR INTERIOR CONDITIONED SPACE AND INTERIOR GENERALPURPOSE

SHERWIN WILLIAMS CO — FIRETEX FX5120 INVESTIGATED FOR INTERIOR CONDITIONED SPACE AND INTERIORGENERAL PURPOSE

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), respectively.

Last Updated on 20130322

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4/19/2017 BXUV.N636 Fireresistance Ratings ANSI/UL 263

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Design No. N636BXUV.N636

Fireresistance Ratings ANSI/UL 263

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Design/System/Construction/Assembly Usage DisclaimerAuthorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of ULCertified products, equipment, system, devices, and materials.Authorities Having Jurisdiction should be consulted before construction.Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance withapplicable requirements. The published information cannot always address every construction nuance encountered in the field.When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the productmanufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for eachproduct category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternatemethods of construction.Only products which bear UL's Mark are considered Certified.

BXUV Fire Resistance Ratings ANSI/UL 263

BXUV7 Fire Resistance Ratings CAN/ULCS101 Certified for CanadaSee General Information for Fireresistance Ratings ANSI/UL 263

See General Information for Fire Resistance Ratings CAN/ULCS101 Certified for Canada

Design No. N636January 14, 2014

Restrained Beam Rating — 1, 11/2 and 2 Hr (See Item 7)

Unrestrained Beam Rating — 1, 11/2 and 2 Hr (See Item 7)

This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress DesignMethod). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used —

See Guide BXUV or BXUV7

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (suchas Canada), respectively.


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1. Steel Beam — Min size as shown in the table below (See Item 7).

2. Normal Weight or Lightweight Concrete — Compressive strength 3500 psi. For normal weight concrete eithercarbonate or siliceous aggregate may be used. Unit weight 148 lbs/cu ft for normal weight concrete and 110 lbs/cu ftfor lightweight concrete.

3. Shear Connectors — (Optional) Studs, headed type or equivalent per AISC specifications welded to the top flangeof beam through the steel floor units.

4. Welded Wire Fabric — 6x6 SWG.

5. Steel Floor Units — 11/2, 2 or 3 in. deep galvanized composite fluted units, welded to beam.

6. Primer Coating — 50 micron (2 mil) thickness of an epoxy primer, 100 micron (4 mil) thickness of a modifiedalkyd primer or 50 micron (2 mil) of an acrylic primer.

7. Mastic and Intumescent Coating — Coating spray or brush applied in accordance with the manufacturer'sinstructions at the minimum average dry thickness shown in the table below. Flutes above beam to be completely filledwith mineral wool insulation having a minimum density of 6 lbs/cu ft. The thickness shown in the table below does notinclude the primer thickness.

UNRESTRAINED BEAM RATINGS

Hp/A 1 Hr., MM 11/2 Hr., MM 2 Hr., MM

250 2.34 4.52 6.69

245 2.33 4.50 6.66

240 2.32 4.48 6.63

235 2.31 4.45 6.60

230 2.29 4.43 6.57

225 2.28 4.40 6.53

220 2.26 4.38 6.49

215 2.25 4.35 6.45



210 2.23 4.32 6.41

205 2.22 4.29 6.37

200 2.20 4.26 6.32

195 2.18 4.23 6.28

190 2.16 4.19 6.23

185 2.14 4.16 6.18

180 2.12 4.12 6.12

175 2.10 4.08 6.06

170 2.07 4.04 6.00

165 2.05 3.99 5.93

160 2.02 3.94 5.86

155 1.99 3.89 5.79

150 1.96 3.83 5.71

145 1.93 3.77 5.62

140 1.89 3.71 5.53

135 1.85 3.64 5.44

130 1.81 3.57 5.33

125 1.77 3.49 5.22

120 1.72 3.41 5.09

115 1.67 3.31 4.96

110 1.61 3.21 4.81

105 1.55 3.10 4.65

100 1.48 2.98 4.48

95 1.40 2.84 4.28

90 1.32 2.69 4.07

85 1.22 2.52 3.83

80 1.12 2.34 3.55

Beam W/D 1 Hr., IN 11/2 Hr., IN 2 Hr., IN

W6x12 0.53 0.093 0.179 0.265

W14x22 0.53 0.092 0.178 0.264

W12x19 0.54 0.092 0.178 0.263

W10x17 0.54 0.092 0.177 0.263

W8x15 0.55 0.092 0.177 0.262

W16x26 0.56 0.091 0.176 0.261

W8x18 0.58 0.090 0.174 0.258

W10x22 0.61 0.089 0.173 0.256

W10x19 0.61 0.089 0.173 0.256

W12x26 0.61 0.089 0.172 0.255

W12x22 0.62 0.089 0.171 0.254

W14x26 0.63 0.088 0.171 0.254

W14x30 0.64 0.088 0.170 0.252



W16x31 0.66 0.087 0.168 0.250

W5x16 0.66 0.087 0.168 0.250

W4x13 0.67 0.087 0.168 0.249

W18x35 0.67 0.086 0.168 0.249

W8x21 0.68 0.086 0.167 0.249

W6x20 0.68 0.086 0.167 0.248

W6X16 0.68 0.086 0.167 0.248

W12x30 0.70 0.085 0.166 0.246

W16x36 0.70 0.085 0.165 0.246

W8x24 0.70 0.085 0.165 0.245

W10x26 0.71 0.085 0.165 0.245

W14x34 0.73 0.084 0.164 0.243

W21x44 0.75 0.083 0.162 0.241

W21x48 0.75 0.083 0.162 0.240

W18x40 0.77 0.082 0.160 0.238

W5x19 0.78 0.082 0.160 0.238

W16x40 0.78 0.082 0.160 0.237

W10x33 0.79 0.082 0.159 0.236

W8x31 0.80 0.081 0.158 0.235

W10x30 0.81 0.081 0.157 0.234

W14x38 0.81 0.081 0.157 0.234

W12x35 0.81 0.081 0.157 0.234

W8x28 0.82 0.080 0.157 0.233

W24x55 0.83 0.080 0.156 0.232

W21x50 0.84 0.079 0.155 0.231

W6x25 0.84 0.079 0.155 0.231

W21x55 0.85 0.079 0.154 0.229

W12x40 0.86 0.079 0.153 0.228

W16x45 0.87 0.078 0.153 0.227

W14x43 0.87 0.078 0.152 0.227

W18x46 0.88 0.078 0.152 0.226

W18x50 0.88 0.078 0.152 0.226

W8x35 0.91 0.077 0.150 0.223

W10x39 0.93 0.076 0.148 0.221

W24x62 0.93 0.075 0.148 0.220

W24x68 0.94 0.075 0.147 0.220

W21x57 0.95 0.075 0.147 0.218

W21x62 0.95 0.075 0.147 0.218

W16x50 0.96 0.074 0.146 0.217

W18x55 0.96 0.074 0.146 0.217

W14x48 0.97 0.074 0.145 0.216

CD01.079" = 79 mils1-Hour Rating



W12x45 0.97 0.074 0.145 0.216

W10x49 1.01 0.072 0.142 0.212

W12x53 1.02 0.072 0.141 0.211

W30x90 1.02 0.072 0.141 0.211

W8x40 1.03 0.071 0.141 0.210

W27x84 1.03 0.071 0.141 0.210

W18x60 1.04 0.071 0.140 0.209

W21x68 1.04 0.071 0.140 0.209

W24x76 1.05 0.070 0.139 0.208

W10x45 1.06 0.070 0.138 0.207

W12x50 1.06 0.070 0.138 0.207

W14x53 1.06 0.070 0.138 0.207

W16x57 1.09 0.069 0.136 0.203

W16x67 1.09 0.069 0.136 0.203

W12x58 1.10 0.068 0.135 0.202

W14x61 1.10 0.068 0.135 0.202

W10x54 1.11 0.068 0.135 0.201

W12x65 1.11 0.068 0.135 0.201

W21x73 1.11 0.068 0.135 0.201

W30x99 1.12 0.068 0.134 0.200

W18x65 1.13 0.067 0.133 0.199

W18x76 1.13 0.067 0.133 0.199

W24x84 1.15 0.066 0.132 0.197

W27x94 1.15 0.066 0.132 0.197

W8x48 1.21 0.064 0.127 0.190

W30x108 1.21 0.064 0.127 0.190

W33x118 1.21 0.064 0.127 0.190

W10x60 1.22 0.063 0.126 0.189

W14x68 1.22 0.063 0.126 0.189

W18x71 1.22 0.063 0.126 0.189

W12x72 1.23 0.063 0.126 0.188

W24x104 1.24 0.062 0.125 0.187

W27x102 1.24 0.062 0.125 0.187

W16x77 1.25 0.062 0.124 0.186

W21x83 1.26 0.062 0.123 0.185

W18x86 1.27 0.061 0.123 0.184

W24x94 1.28 0.061 0.122 0.183

W36x135 1.29 0.060 0.121 0.182

W21x101 1.30 0.060 0.120 0.181

W30x116 1.30 0.060 0.120 0.181

W14x90 1.31 0.059 0.120 0.180



W14x74 1.32 0.059 0.119 0.178

W33x130 1.32 0.059 0.119 0.178

W12x79 1.34 0.058 0.117 0.176

W10x68 1.38 0.056 0.114 0.172

W24x117 1.38 0.056 0.114 0.172

W27x114 1.39 0.056 0.113 0.171

W30X124 1.39 0.056 0.113 0.171

W21x93 1.40 0.056 0.113 0.170

W24x103 1.40 0.056 0.113 0.170

W18x97 1.42 0.055 0.111 0.168

W14x99 1.43 0.054 0.110 0.167

W16x89 1.43 0.054 0.110 0.167

W21x111 1.43 0.054 0.110 0.167

W33x141 1.43 0.054 0.110 0.167

W36x150 1.43 0.054 0.110 0.167

W8x58 1.44 0.054 0.110 0.165

W14x82 1.45 0.054 0.109 0.164

W12x87 1.47 0.053 0.107 0.162

W30x132 1.47 0.053 0.107 0.162

W36x160 1.51 0.051 0.104 0.158

W33x152 1.53 0.050 0.103 0.156

W10x77 1.54 0.050 0.102 0.155

W24x131 1.54 0.050 0.102 0.155

W18x106 1.55 0.049 0.101 0.154

W27x146 1.55 0.049 0.101 0.154

W27x129 1.56 0.049 0.101 0.152

W14x109 1.57 0.048 0.100 0.151

W21x122 1.57 0.048 0.100 0.151

W16x100 1.59 0.048 0.098 0.149

W36x170 1.60 0.047 0.098 0.148

W12x96 1.61 0.047 0.097 0.147

W30x148 1.64 0.045 0.095 0.144

W8x67 1.65 0.045 0.094 0.143

W30x173 1.66 0.045 0.093 0.142

W21x132 1.68 0.044 0.092 0.139

W24x146 1.70 0.043 0.090 0.137

W27x161 1.70 0.043 0.090 0.137

W33x169 1.70 0.043 0.090 0.137

W14x120 1.71 0.042 0.089 0.136

W18x119 1.72 0.042 0.089 0.135

W36x182 1.72 0.042 0.089 0.135



W10x88 1.74 0.041 0.087 0.133

RESTRAINED BEAM RATINGS

Hp/A 1 Hr., MM 11/2 Hr., MM 2 Hr., MM 21/2 Hr., MM

335 2.87 3.64 5.79 N/A

330 2.86 3.63 5.77 N/A

325 2.86 3.62 5.76 N/A

320 2.85 3.62 5.74 N/A

315 2.84 3.61 5.73 N/A

310 2.83 3.60 5.71 N/A

305 2.82 3.59 5.70 N/A

300 2.81 3.58 5.68 N/A

295 2.81 3.57 5.67 N/A

290 2.80 3.55 5.65 N/A

285 2.79 3.54 5.63 N/A

280 2.78 3.53 5.61 N/A

275 2.76 3.52 5.59 N/A

270 2.75 3.51 5.57 N/A

265 2.74 3.49 5.55 N/A

260 2.73 3.48 5.53 N/A

255 2.72 3.47 5.51 N/A

250 2.34 2.98 4.86 6.73

245 2.33 2.97 4.84 6.70

240 2.32 2.95 4.81 6.67

235 2.31 2.94 4.79 6.64

230 2.29 2.92 4.77 6.61

225 2.28 2.91 4.74 6.57

220 2.26 2.89 4.71 6.53

215 2.25 2.88 4.69 6.50

210 2.23 2.86 4.66 6.46

205 2.22 2.84 4.63 6.41

200 2.20 2.82 4.59 6.37

195 2.18 2.80 4.56 6.32

190 2.16 2.78 4.52 6.27

185 2.14 2.75 4.49 6.22

180 2.12 2.73 4.45 6.16

175 2.10 2.70 4.40 6.11

170 2.07 2.67 4.36 6.04

165 2.05 2.64 4.31 5.98

160 2.02 2.61 4.26 5.91

155 1.99 2.58 4.21 5.84

150 1.96 2.55 4.15 5.76



145 1.93 2.51 4.09 5.67

140 1.89 2.47 4.03 5.58

135 1.85 2.42 3.96 5.49

130 1.81 2.38 3.88 5.38

125 1.77 2.33 3.80 5.27

120 1.72 2.27 3.71 5.15

115 1.67 2.21 3.61 5.01

110 1.61 2.15 3.51 4.87

105 1.55 2.08 3.40 4.71

100 1.48 2.00 3.27 4.54

95 1.40 1.91 3.13 4.34

90 1.32 1.82 2.97 4.13

85 1.22 1.71 2.80 3.89

80 1.12 1.59 2.61 3.62

Beam W/D 1 Hr., IN 11/2 Hr., IN 2 Hr., IN 21/2 Hr., IN

W6x9 0.398 0.113 0.143 0.228 N/A

W12x14 0.405 0.113 0.143 0.227 N/A

W12x16 0.457 0.110 0.140 0.222 N/A

W8x13 0.483 0.109 0.139 0.221 N/A

W10x15 0.484 0.109 0.139 0.220 N/A

W6x15 0.521 0.107 0.136 0.217 N/A

W6x12 0.53 0.093 0.118 0.192 0.266

W14x22 0.53 0.092 0.118 0.191 0.265

W12x19 0.54 0.092 0.117 0.191 0.265

W10x17 0.54 0.092 0.117 0.191 0.264

W8x15 0.55 0.092 0.117 0.190 0.264

W16x26 0.56 0.091 0.116 0.190 0.263

W8x18 0.58 0.090 0.115 0.188 0.260

W10x22 0.61 0.089 0.114 0.186 0.258

W10x19 0.61 0.089 0.114 0.186 0.258

W12x26 0.61 0.089 0.114 0.185 0.257

W12x22 0.62 0.089 0.113 0.185 0.256

W14x26 0.63 0.088 0.113 0.184 0.255

W14x30 0.64 0.088 0.112 0.183 0.254

W16x31 0.66 0.087 0.111 0.182 0.252

W5x16 0.66 0.087 0.111 0.181 0.251

W4x13 0.67 0.087 0.111 0.181 0.251

W18x35 0.67 0.086 0.111 0.181 0.251

W8x21 0.68 0.086 0.111 0.180 0.250

W6x20 0.68 0.086 0.111 0.180 0.250



W6X16 0.68 0.086 0.110 0.180 0.249

W12x30 0.70 0.085 0.110 0.179 0.248

W16x36 0.70 0.085 0.109 0.178 0.247

W8x24 0.70 0.085 0.109 0.178 0.247

W10x26 0.71 0.085 0.109 0.178 0.247

W14x34 0.73 0.084 0.108 0.177 0.245

W21x44 0.75 0.083 0.107 0.175 0.243

W21x48 0.75 0.083 0.107 0.175 0.242

W18x40 0.77 0.082 0.106 0.173 0.240

W5x19 0.78 0.082 0.106 0.173 0.239

W16x40 0.78 0.082 0.106 0.172 0.239

W10x33 0.79 0.082 0.105 0.172 0.238

W8x31 0.80 0.081 0.105 0.170 0.236

W10x30 0.81 0.081 0.104 0.170 0.236

W14x38 0.81 0.081 0.104 0.170 0.236

W12x35 0.81 0.081 0.104 0.170 0.236

W8x28 0.82 0.080 0.104 0.169 0.235

W24x55 0.83 0.080 0.103 0.169 0.234

W21x50 0.84 0.079 0.103 0.168 0.233

W6x25 0.84 0.079 0.103 0.168 0.233

W21x55 0.85 0.079 0.102 0.167 0.231

W12x40 0.86 0.079 0.102 0.166 0.230

W16x45 0.87 0.078 0.101 0.165 0.229

W14x43 0.87 0.078 0.101 0.165 0.229

W18x46 0.88 0.078 0.101 0.165 0.228

W18x50 0.88 0.078 0.101 0.165 0.228

W8x35 0.91 0.077 0.100 0.162 0.225

W10x39 0.93 0.076 0.099 0.161 0.223

W24x62 0.93 0.075 0.098 0.160 0.222

W24x68 0.94 0.075 0.098 0.160 0.221

W21x57 0.95 0.075 0.097 0.159 0.220

W21x62 0.95 0.075 0.097 0.159 0.220

W16x50 0.96 0.074 0.097 0.158 0.219

W18x55 0.96 0.074 0.097 0.158 0.219

W14x48 0.97 0.074 0.097 0.157 0.218

W12x45 0.97 0.074 0.096 0.157 0.218

W10x49 1.01 0.072 0.095 0.154 0.214

W12x53 1.02 0.072 0.094 0.154 0.213

W30x90 1.02 0.072 0.094 0.154 0.213

W8x40 1.03 0.071 0.094 0.153 0.212

W27x84 1.03 0.071 0.094 0.153 0.212


http://database.ul.com/cgibin/XYV/template/LISEXT/1FRAME/showpage.html?name=BXUV.N636&ccnshorttitle=Fireresistance+Ratings++ANSI/UL+263&… 10/12

W18x60 1.04 0.071 0.093 0.152 0.211

W21x68 1.04 0.071 0.093 0.152 0.211

W24x76 1.05 0.070 0.093 0.151 0.210

W10x45 1.06 0.070 0.092 0.150 0.209

W12x50 1.06 0.070 0.092 0.150 0.209

W14x53 1.06 0.070 0.092 0.150 0.209

W16x57 1.09 0.069 0.091 0.148 0.206

W16x67 1.09 0.069 0.091 0.148 0.206

W12x58 1.10 0.068 0.090 0.147 0.204

W14x61 1.10 0.068 0.090 0.147 0.204

W10x54 1.11 0.068 0.090 0.147 0.203

W12x65 1.11 0.068 0.090 0.147 0.203

W21x73 1.11 0.068 0.090 0.147 0.203

W30x99 1.12 0.068 0.089 0.146 0.202

W18x65 1.13 0.067 0.089 0.145 0.201

W18x76 1.13 0.067 0.089 0.145 0.201

W24x84 1.15 0.066 0.088 0.143 0.199

W27x94 1.15 0.066 0.088 0.143 0.199

W8x48 1.21 0.064 0.085 0.139 0.193

W30x108 1.21 0.064 0.085 0.139 0.193

W33x118 1.21 0.064 0.085 0.139 0.193

W10x60 1.22 0.063 0.085 0.138 0.192

W14x68 1.22 0.063 0.085 0.138 0.192

W18x71 1.22 0.063 0.085 0.138 0.192

W12x72 1.23 0.063 0.084 0.137 0.190

W24x104 1.24 0.062 0.084 0.136 0.189

W27x102 1.24 0.062 0.084 0.136 0.189

W16x77 1.25 0.062 0.083 0.136 0.188

W21x83 1.26 0.062 0.083 0.135 0.187

W18x86 1.27 0.061 0.082 0.134 0.186

W24x94 1.28 0.061 0.082 0.133 0.185

W36x135 1.29 0.060 0.081 0.133 0.184

W21x101 1.30 0.060 0.081 0.132 0.183

W30x116 1.30 0.060 0.081 0.132 0.183

W14x90 1.31 0.059 0.080 0.131 0.182

W14x74 1.32 0.059 0.080 0.130 0.181

W33x130 1.32 0.059 0.080 0.130 0.181

W12x79 1.34 0.058 0.079 0.129 0.179

W10x68 1.38 0.056 0.077 0.126 0.174

W24x117 1.38 0.056 0.077 0.126 0.174

W27x114 1.39 0.056 0.076 0.125 0.173



W30X124 1.39 0.056 0.076 0.125 0.173

W21x93 1.40 0.056 0.076 0.124 0.172

W24x103 1.40 0.056 0.076 0.124 0.172

W18x97 1.42 0.055 0.075 0.122 0.170

W14x99 1.43 0.054 0.074 0.122 0.169

W16x89 1.43 0.054 0.074 0.122 0.169

W21x111 1.43 0.054 0.074 0.122 0.169

W33x141 1.43 0.054 0.074 0.122 0.169

W36x150 1.43 0.054 0.074 0.122 0.169

W8x58 1.44 0.054 0.074 0.121 0.168

W14x82 1.45 0.054 0.073 0.120 0.167

W12x87 1.47 0.053 0.073 0.119 0.165

W30x132 1.47 0.053 0.073 0.119 0.165

W36x160 1.51 0.051 0.071 0.115 0.160

W33x152 1.53 0.050 0.070 0.114 0.158

W10x77 1.54 0.050 0.069 0.113 0.157

W24x131 1.54 0.050 0.069 0.113 0.157

W18x106 1.55 0.049 0.069 0.112 0.156

W27x146 1.55 0.049 0.069 0.112 0.156

W27x129 1.56 0.049 0.068 0.112 0.155

W14x109 1.57 0.048 0.068 0.111 0.154

W21x122 1.57 0.048 0.068 0.111 0.154

W16x100 1.59 0.048 0.067 0.109 0.152

W36x170 1.60 0.047 0.066 0.108 0.151

W12x96 1.61 0.047 0.066 0.108 0.150

W30x148 1.64 0.045 0.064 0.105 0.146

W8x67 1.65 0.045 0.064 0.105 0.145

W30x173 1.66 0.045 0.063 0.104 0.144

W21x132 1.68 0.044 0.062 0.102 0.142

W24x146 1.70 0.043 0.061 0.101 0.140

W27x161 1.70 0.043 0.061 0.101 0.140

W33x169 1.70 0.043 0.061 0.101 0.140

W14x120 1.71 0.042 0.061 0.100 0.139

W18x119 1.72 0.042 0.060 0.099 0.138

W36x182 1.72 0.042 0.060 0.099 0.138

W10x88 1.74 0.041 0.060 0.098 0.136

LEIGH'S PAINTS — FIRETEX FX5120 INVESTIGATED FOR INTERIOR CONDITIONED SPACE AND INTERIOR GENERALPURPOSE

SHERWIN WILLIAMS CO — FIRETEX FX5120 INVESTIGATED FOR INTERIOR CONDITIONED SPACE AND INTERIORGENERAL PURPOSE



* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), respectively.

Last Updated on 20140114

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