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<br />10/1012018 BXUVN708 - Fire -resistance Ratings - ANSI/UL 263
<br />Design No. N708
<br />BXUV.N708
<br />Fire -resistance Ratings - ANSI/UL 263
<br />Page Bottom
<br />Design/System/Construction/Assembly Usage Disclaimer
<br />- Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the
<br />installation and use of UL Certified products, equipment, system, devices, and materials.
<br />- Authorities Having Jurisdiction should be consulted before construction.
<br />- Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for
<br />compliance with applicable requirements. The published information cannot always address every construction nuance
<br />encountered in the field.
<br />- When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the
<br />product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide
<br />Information for each product category and each group of assemblies. The Guide Information includes specifics
<br />conceming alternate materials and alternate methods of construction.
<br />- Only products which bear UUs Mark are considered Certified.
<br />BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States
<br />BXUV7 - Fire Resistance Ratings - CAN/ULC-S1O1 Certified for Canada
<br />See General Information for Fire -resistance Ratings - ANSI/UL 263 Certified for United States
<br />Design Criteria and Allowable Variances
<br />See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada
<br />Design Criteria and Allowable Variances
<br />Design No. N708
<br />August 13, 2015
<br />Restrained Beam Ratings - 1, 2, 3 and 4 Hr.
<br />Unrestrained Beam Ratings - 1, 1-1/2, 2, 3 and 4 Hr.
<br />This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working
<br />Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load
<br />restriction factor shall be used - See Guide BXUV or BXUV7
<br />* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL
<br />Certification (such as Canada), respectively.
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<br />concrete, unit weight 110 pcf.
<br />3. Shear Connector - (Optional) - Studs, 3/4 in. diam headed type or equivalent per AISC specifications.
<br />Welded to the top flange of beam through the steel floor units.
<br />4. Welded Wire Fabric - (Optional) - 6x6-10/10 SWG.
<br />S. Steel Floor and Form Units* - 1-5/16 in. deep corrugated units; or 1-1/2 to 3 in. deep fluted or
<br />cellular units, welded to beam.
<br />6. Spray -Applied Fire Resistive Materials* - Applied by mixing with water and spraying in more than
<br />one coat to the beam to the final thicknesses shown below. When fluted or corrugated steel floor units are
<br />used, crest areas shall be filled with Spray -Applied Fire Resistive Materials above the beam. Beam surfaces
<br />must be clean and free of dirt, loose scale and oil. Min avg and min ind density of 15/14 pcf respectively.
<br />Min avg and min ind density of 19/18 pcf respectively for Types 7GP and 7HD. For method of density
<br />determination. see Desian Information Section.
<br />Min Thkns In.
<br />Rating Hr
<br />Restrained Beam
<br />Rating Hr
<br />Unrestrained Beam
<br />Rating Hr
<br />1
<br />1/2
<br />1/2
<br />1-1/2
<br />11/16
<br />13/16
<br />2
<br />15/16
<br />1-1/16
<br />3
<br />1-7/16
<br />1-9/16
<br />4
<br />1-15/16
<br />2
<br />The thicknesses of Spray -Applied Fire Resistive Materials shown in the table below are applicable when the
<br />beams are supporting solid lightweight concrete slabs or lightweight concrete floor assemblies containing
<br />only fluted floor or form units.
<br />Min Thkns In.
<br />Rating Hr
<br />Restrained Beam
<br />Rating Hr
<br />Unrestrained Beam
<br />Rating Hr
<br />1
<br />7/16
<br />7/16
<br />1-1/2
<br />1/2
<br />3/4
<br />2
<br />13/16
<br />1
<br />3
<br />1-5/16
<br />1-5/16
<br />4
<br />1-5/8
<br />1-5/8
<br />The thicknesses of Spray -Applied Fire Resistive Materials shown in the table below are applicable when the
<br />thickness applied to the beams' lower flange edges is reduced to one-half that shown in the table:
<br />Min Thkns In.
<br />Rating Hr
<br />Restrained Beam
<br />Rating Hr
<br />Unrestrained Beam
<br />Rating Hr
<br />1
<br />9/16
<br />9/16
<br />1-1/2
<br />3/4
<br />7/8
<br />2
<br />1-1/16
<br />1-3/16
<br />3
<br />1-5/8
<br />1-3/4
<br />4
<br />2-3/16
<br />2-5/16
<br />10/10/2018
<br />BXUVN708 - Fire -resistance Ratings - ANSI/UL 263
<br />Rating Hr
<br />Restrained Beam
<br />Rating Hr
<br />Unrestrained Beam
<br />Rating Hr
<br />1
<br />7/ 16+
<br />7/ 16+
<br />1-1/2
<br />1/2
<br />3/4
<br />2
<br />13/16
<br />1
<br />3
<br />1-5 16
<br />1-9 16
<br />4
<br />1-13/16
<br />2-1/16
<br />+Thickness applied to beams' lower flange edges shall be a min of 1/4 in.
<br />ARABIAN VERMICULITE INDUSTRIES - MK-6/CBF, MK-6/ED, MK-6/HY, MK-6/HY Extended Set, MK-
<br />6/HB, MK-10 HB, MK-10 HB Extended Set, MK-6s, Sonophone 1.
<br />GCP KOREA INC - Types MK-6/CBF, MK-6/ED, MK-6/HY, MK-6/HY Extended Set, MK-10 HB, MK-10 HB
<br />Extended Set, MK-6/HB, MK-6s, Monokote Acoustic 1.
<br />PYROK INC - Type LD.
<br />SOUTHWEST FIREPROOFING PRODUCTS CO - Types 4, 5, 5EF, 5GP, SMD, 7GP, 7HD, 8EF, 8GP, 8MD,
<br />9EF, 9GP, 9MD.
<br />GCP APPLIED TECHNOLOGIES INC - Types MK-6/HY, MK-6/HY Extended Set, MK-10 HB, MK-10 HB
<br />Extended Set, MK-6/HB, MK-6s, RG, Monokote Acoustic 1.
<br />* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL
<br />Certification (such as Canada), respectively.
<br />The thicknesses of Spray -Applied Fire Resistive Materials shown in the table below are applicable when the
<br />_.
<br />thickness applied to the beams' lower flange edges is reduced by one-half and the beams are supporting
<br />solid lightweight concrete slabs or lightweight concrete floor assemblies containing only fluted floor or form
<br />1. Steel Beam - W8x28 min size. units
<br />2. Normal Weight or Lightweight Concrete - Compressive strength, 3000 psi. For normal weight Min Thkns In.
<br />concrete either carbonate or siliceous aggregate may be used. Unit weight, 148 pcf. For lightweight
<br />http://database.ul.com/cgi-bin/XYV/template/LISEXT/l FRAME/showpage. html?name=BXUV.N708&ccnshorttitle=Fire-resistance+Ratings+-+ANSI/UL+... 1 /3 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.N708&censhorttitle=Fire-resistance+Ratings+-+ANSI/UL+... 2/3 http://database.ul.com/egi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.N708&Gcnshorttitle=Fire-resistance+Ratings+-+ANSI/UL+,.. 313
<br />U.L. N708 - RATED BEAMS
<br />10/1012018 BXUVX528 - Fire Resistance Ratings - ANSIIUL 263
<br />Design No. X528
<br />BxuV.XS28
<br />Fire Resistance Ratings - ANSI/UL 263
<br />Page Bottom
<br />Design/System/Construction/Assembly Usage Disclaimer
<br />- Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the
<br />installation and use of UL Certified products, equipment, system, devices, and materials.
<br />- Authorities Having Jurisdiction should be consulted before construction.
<br />- Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for
<br />compliance with applicable requirements. The published information cannot always address every construction nuance
<br />encountered in the field.
<br />- When field issues arise, it is recommended the first con for assistance technical
<br />a s , d tact o ass sta ce be the tech ca service staff provided by the
<br />product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide
<br />p g g u
<br />Information for each product category and each group of assemblies. The Guide Information includes specifics
<br />concerning alternate materials and alternate methods of construction.
<br />- Only products which bear UL's Mark are considered Certified.
<br />BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States
<br />BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada
<br />See General Information for Fire -resistance Ratings - ANSI/UL 263 Certified for United States
<br />Design Criteria and Allowable Variances
<br />See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada
<br />Design Criteria and Allowable Variances
<br />Design No. X528
<br />October 24, 2017
<br />Ratings - 1, 2 and 3 Hr.
<br />* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL
<br />Certification (such as Canada), respectively.
<br />+l+r L.J
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<br />U.L. X528 - RATED COLUMNS
<br />Design No. U906
<br />BXUV.U906
<br />Fire -resistance Ratings - ANSI/UL 263
<br />Page Bottom
<br />Design/System/Construction/Assembly Usage Disclaimer
<br />. Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation
<br />and use of UL Certified products, equipment, system, devices, and materials.
<br />. Authorities Having Jurisdiction should be consulted before construction.
<br />. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for
<br />compliance with applicable requirements. The published information cannot always address every construction nuance
<br />encountered in the field.
<br />. When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the
<br />product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide
<br />Information for each product category and each group of assemblies. The Guide Information includes specifics concerning
<br />alternate materials and alternate methods of construction.
<br />. Only products which bear UL's Mark are considered Certified.
<br />BXUV - Fire Resistance Ratings - ANSI/UL 263
<br />BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada
<br />See General Information for Fire -resistance Ratings - ANSI UL 263
<br />See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada
<br />Design No. U906
<br />February 06, 2014
<br />Bearing Wall Rating - 2 HR.
<br />Nonbearing Wall Rating - 2 HR.
<br />Load Restricted for Canadian Applications - See Guide BXUV7
<br />When used in Canada it is required that all materials included within the UL design are also cUL certified.
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<br />f Horizvntot Section
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<br />1. Concrete Blocks* - Nominal 6 by 8 by 16 in, hollow or solid. Various designs. Classification (2 hr).
<br />See Concrete Blocks category for list of eligible manufacturers.
<br />ANCHOR CONCRETE PRODUCTS INC
<br />GAGNE A SON CONCRETE BLOCK INC
<br />GLENWOOD MASONRY PRODUCTS
<br />Allowable compressive stress of 57% of max allowable compressive stress in accordance with the empirical
<br />design method.
<br />OLDCASTLE APG SOUTH INC, DBA ADAMS PRODUCTS
<br />WESTBROOK CONCRETE BLOCK CO INC
<br />Allowable compressive stress of 75.6% of max allowable compressive stress in accordance with the empirical
<br />U.L. U906 - RATED C.M.U. WALL
<br />10/10/2018
<br />BXUV.X528 - Fire Resistance Ratings - ANSIIUL 263
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<br />CORNER DETAILS OF WALLBOARD
<br />SUPPORT SYSTEMS WITHOUT STEED. COVERS
<br />1. Steel Column - Min sizes of W-shaped and tubular steel columns which appear in the AISC Steel
<br />Construction Manual as shown under Item 2.
<br />*-
<br />m i r L Classified Gypsum Board that is eligible for use in
<br />2 Gypsum Board Any 1/2 n thick U C ss yp g
<br />Design No. X515. Any 5/8 in. thick UL Classified Gypsum Board that is eligible for use in Design
<br />Nos. L501, G512 or U305. Nom 1/2 in. or 5/8 in. thick gypsum board. Applied in layers as noted in the
<br />above illustrations. Boards are to be applied vertically without horizontal joints. Min total thickness of layers
<br />in inches for the various ratings and min column sizes are as follows:
<br />W Shaped
<br />Column
<br />Min Column
<br />Size
<br />Rating (Hr)
<br />Corner Details For Various Rating
<br />1
<br />1 2
<br />1 3
<br />1 Hr
<br />1 2 Hr
<br />1 3 Hr
<br />Total thickness (In.)
<br />W4x13
<br />1
<br />1-1/2
<br />2-1/4
<br />B
<br />C
<br />D
<br />W6x15.5
<br />1
<br />1-1/2
<br />I 2-1/4
<br />B
<br />C
<br />D
<br />W10x49
<br />1/2
<br />1-1/8
<br />1-7/8
<br />A
<br />B
<br />C
<br />Tube Shaped columns
<br />TS4by4
<br />by0.188
<br />1
<br />1-3/4
<br />2-5/8
<br />B
<br />C
<br />D
<br />TS8by8
<br />by 0.250
<br />5/8
<br />1-1/2
<br />2-1/4
<br />A
<br />C
<br />D
<br />ACADIA DRYWALL SUPPLIES LTD .(View Classification) - CKNX.R25370
<br />AMERICAN GYPSUM CO ,(View Classification)_ - CKNX.R14196
<br />BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO ,(View Classification). - CKNX.R19374
<br />CERTAINTEED GYPSUM INC .(View Classification). - CKNX.R3660
<br />http://database.ul.com/cgi-bin/XYVttemplate/LISEXT/1 FRAME/showpage.html?name=BXUVX528&ccnshorttitle=Fire+Resistance+Ratings+-+ANSI/UL... 2/4
<br />design method.
<br />2. Mortar - Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-
<br />1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50
<br />percent hydrated lime (by cement volume). Vertical joints staggered.
<br />3. Portland Cement Stucco or Gypsum Plaster - Add 1/2 hr to Classification if used. Attached to concrete
<br />blocks (Item 1).
<br />4. Foamed Plastic* - (Optional -Not Shown) - 1-1/2 in, thick max, 4 ft wide sheathing attached to concrete
<br />blocks (Item 1).
<br />ATLAS ROOFING CORP - "EnergyShield Pro Wall Insulation" and "EnergyShield Pro 2 Wall Insulation."
<br />THE DOW CHEMICAL CO - Type Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty
<br />Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation,
<br />Thermax IH Insulation, Thermax Plus Liner Panel and Thermax Heavy Duty Plus (HDP)
<br />*Bearing the UL Classification Mark
<br />Last Updated on 2014-02-06
<br />Questions? Print this page Terms of Use Page Top
<br />2014 UL LLC
<br />When the UL Leaf Mark is on the product, or when the word "Environment" is included in the UL Mark, please search the UL
<br />Environment database for additional information regarding this product's certification.
<br />The appearance of a company's name or product in this database does not in itself assure that products so identified have been
<br />manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and
<br />covered under UL's Follow -Up Service. Always look for the Mark on the product.
<br />UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1.
<br />The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their
<br />entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from
<br />the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the
<br />reprinted material must include a copyright notice in the following format: "© 2014 UL LLC".
<br />10/10/2018 BXUV.X528 - Fire Resistance Ratings - ANSI/UL 263
<br />CGC INC.(View Classification) - CKNX.R19751
<br />CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C ,(View Classification), - CKNX.R18482
<br />GEORGIA-PACIFIC GYPSUM L L C -(View Classification) - CKNX.R2717
<br />LOADMASTER SYSTEMS INC (View Classification) - CKNX.R11809
<br />NATIONAL GYPSUM CO -(View Classification) - eXP-C, CKNX.R3501
<br />PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM ,(View Classification) - CKNX.R7094
<br />PANEL REY S A .(View Classification), - CKNX.R21796
<br />SIAM GYPSUM INDUSTRY (SARABURI) CO LTD .(View Classification) - CKNX.R19262
<br />THAI GYPSUM PRODUCTS PCL .(View Classification)" - CKNX.R27517
<br />UNITED STATES GYPSUM CO .(View Classification)" - CKNX.R1319
<br />USG BORAL DRYWALL SFZ LLC .(View Classification) - CKNX.R38438
<br />USG MEXICO S A DE C V (View Classification)- - CKNX.R16089
<br />2A. Gypsum Board* - As an alternate to Item 2- 3/4 in. thick gypsum wallboard. For 2 Hr rating, 1-1/2
<br />in. total thickness, installed in accordance with corner detail B. For 3 Hr rating, 2-1/4 in. total thickness
<br />installed in accordance with corner detail C. Boards are to be applied vertically without horizontal joints.
<br />CGC INC - Type IP-X3 or ULTRACODE
<br />UNITED STATES GYPSUM CO - Type IP-X3 or ULTRACODE
<br />USG BORAL DRYWALL SFZ LLC - Type ULTRACODE
<br />USG MEXICO S A DE C V - Type IP-X3 or ULTRACODE
<br />2B. Gypsum Board* - (As an altemate to Items 2 and 2A) - Nominal 5/8 in. thick panels. One of the
<br />layers of Gypsum Board (Item 2) used to obtain the minimum required thickness in Item 2 may be
<br />substituted with one layer and secured as described in Item 2.
<br />PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM - Type QuietRock ES
<br />2C. Wall and Partition Facings and Accessories* - (As an alternate to Item 2 through 2B) -
<br />Composite Gypsum Panel - Nominal 5/8 in, thick panels. One of the layers of Gypsum Board (Item 2)
<br />used to obtain the minimum required thickness in Item 2 may be substituted with one layer of composite
<br />gypsum panel and secured as described in Item 2.
<br />- - ' + + +-+
<br />htt:/!d tabase.ul.com/ i-bin/XYVItem late/LISEXTl1FRAME/shaw a .html.name-BXUV.X528&ccnshorttitie-Fire Resistance Ratio s ANSI/UL... 314
<br />P a c9 P P 9e 9
<br />Design No. U499
<br />BXUV.U499
<br />Fire -resistance Ratings - ANSI/UL 263
<br />Page Bottom
<br />Design/System/Construction/Assembly Usage Disclaimer
<br />. Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation
<br />and use of UL Certified products, equipment, system, devices, and materials.
<br />. Authorities Having Jurisdiction should be consulted before construction.
<br />. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for
<br />compliance with applicable requirements. The published information cannot always address every construction nuance
<br />encountered in the field.
<br />. When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the
<br />product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide
<br />Information foreach product category and each group of assemblies. The Guide Information includes specifics concerning
<br />alternate materials and alternate methods of construction.
<br />. Only products which bear UL's Mark are considered Certified.
<br />Fire -resistance Ratings - ANSI/UL 263
<br />See General Information for Fire -resistance Ratings - ANSI/UL 263
<br />Design No. U499
<br />April 09, 2013
<br />f ���55 Nonbearing Wall
<br />``Rating - 1 Hr. 55
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<br />I�iOkIZONTAL SECTION`6 x
<br />I
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<br />GENERAL U.L. NOTES
<br />1. U.L. WALL ASSEMBLIES PROVIDED IN THE U.L. DETAIL SHEETS ARE FOR THE REFERENCED U.L. ASSEMBLIES NOTED IN THE DRAWINGS.
<br />ANY PROPOSED SUBSTITUTIONS, CHANGES, OR REVISIONS REQUESTED BY THE CONTRACTOR MUST BE SUBMITTED TO THE ARCHITECT AND
<br />THE LOCAL AUTHORITY HAVING JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING WITH THE WORK.
<br />2. U.L. THROUGH -PENETRATION AND HEAD -OF -WALL FIRE STOP SYSTEMS PROVIDED IN THE U.L. DETAIL SHEETS INDICATE TYPICAL
<br />CONDITIONS THE CONTRACTOR WILL ENCOUNTER DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING U.L. LISTED
<br />DETAILS FOR ALL FIRESTOPPING CONDITIONS FOR THE IN -PLACE CONSTRUCTION IN THE FIELD. THE CONTRACTOR SHALL SUBMIT ALL
<br />DETAILS TO THE ARCHITECT AND THE LOCAL AUTHORITY HAVING JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING WITH
<br />THE WORK.
<br />10/1012018 BXUVX528 - Fire Resistance Ratings - ANSIIUL 263
<br />PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM - Type QuietRock QR
<br />3. Steel Stud - 1-5/8 in. wide with 1-5/16 and 1-7/16 in. legs having a 1/4- in. folded flange, fabricated
<br />from No. 25 MSG galv steel. Length to be 1/2 in. less than the assembly height.
<br />3A. As an alternate to Item 3 Steel Framing Members* - galv. steel clips spaced 4 ft OC and 1-1/4 in.
<br />from top and bottem of column. A No. 28 MSG galv steel support angle with 1-1/4 in. length shall be placed
<br />over clips and secured with screws attaching the wallboard. The angle cut 1 in. less than assembly height
<br />splices in angle to occur over clips. The clips for use with wide flange columns only.
<br />JOHN WAGNER ASSOCIATES INC, DBA GRABBER - Types CB, CB1Clips.
<br />4. Corner Beads - No. 28 MSG galv steel, 1-1/4 in. legs to be attached to the wallboard with No. 6 by 1
<br />in. screws spaced 12 in. OC max.
<br />5. Tie Wire - No. 18 SING steel wire spaced 24 in. OC used with second layer of wallboard.
<br />6. Screws - For attaching first layer of wallboard to steel studs, and third layer of wallboard to 2 in. by 2
<br />in. steel angle (25 Ga) to be No. 6 by 1 in. (or 1-1/4 in. for 3/4 in. thick wallboard) Phillips head self -drilling,
<br />self -tapping double lead screws spaced 24 in. OC For attaching second layer of wallboard to steel studs and
<br />fourth layer of wallboard to 2 in. by 2 in. steel angle (25 Ga) to be No. 6 by 1-3/4 in. (or 2-1/4 in, for 3/4
<br />in. thick wallboard) steel screws of the same type spaced 12 in. OC For attaching third layer of wallboard to
<br />steel studs to be No. 8 by 2-1/4 in. screws of the same type spaced 12 in. OC
<br />7. Finishing System - (Not Shown) - Joint compound applied over corner beads to a thickness of 1/16
<br />in.
<br />* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL
<br />Certification (such as Canada), respectively.
<br />Last Updated on 2017-10-24
<br />http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXU V X528&ccnshorttitle=Fire+Resistance+Ratings+-+ANSI/UL... 414
<br />floor to ceiling height.
<br />2B. Steel Studs - (Not Shown) - "C-T" - shaped studs, min 2-1/2 in. deep by 1-1/2 in. wide, fabricated from
<br />min 25 MSG gals steel, spaced 24 in. OC. Vertically restrained walls require studs to be cut 112 in. less than
<br />floor to ceiling height.
<br />2C. Furring Channels- (Optional, not shown) - Resilient furring channels fabricated from min. 25 MSG
<br />corrosion protected steel, installed horizontally, and spaced vertically a max, 24 in. OC. Flange portion of
<br />channel attached to each intersecting stud on side of stud opposite the 1 in. liner panels with 1/2 in. long
<br />Type S orS-12 pan -head steel screws. When furring channels are used, wallboard to be installed vertically
<br />only.
<br />3. Gypsum Board* - 1 in. thick gypsum wallboard liner panels, supplied in nominal 24 in. widths. Vertical
<br />edges inserted in "I" studs. Free edge of end panels attached to long leg of "J" runners with 1-5/8 in. long
<br />Type S self -drilling, self -tapping bugle head steel screws spaced not greater than 24 in. OC.
<br />NATIONAL GYPSUM CO -Types FSW, FSW-B, FSW-7.
<br />4. Gypsum Board* - 5/8 in. thick, 4 ft wide, applied horizontally or vertically and attached to studs with 1 in.
<br />long Type S steel screws spaced 12 in. OC along the edges and in the field of the boards. When Furring
<br />Channels (Item 2C) are used, gypsum board attached vertically to furring channels with 1 in. long Type S
<br />steel screws spaced 12 in. OC.
<br />NATIONAL GYPSUM CO -Types FSK-C, FSL, FSW, FSW-5, FSW-C, FSW-6.
<br />4A. Gypsum Board* - 5/8 in. thick, 4 ft wide, applied vertically and attached to studs with 1 in. long Type S
<br />steel screws spaced 12 in. OC along the edges and in the field of the boards. When Furring Channels (Item
<br />2C) are used, gypsum board attached vertically to furring channels with 1 in. long Type S steel screws spaced
<br />12 in. OC.
<br />NATIONAL GYPSUM CO -Types FSW-3, FSMR-C.
<br />48. Gypsum Board* - (As an alternate to Items 4 through 4A) - Installed as described in Item 4. 5/8 in.
<br />thick, 4 ft. wide, paper surfaced, applied vertically and fastened to the studs with 1 in. long Type S steel
<br />screws spaced 8 in. OC.
<br />NATIONAL GYPSUM CO - Sound Break XP Type X Gypsum Board
<br />5. Batts and Blankets* - (Optional) - Mineral wool or glass fiber batts partially or completely filling stud
<br />cavity. Any mineral wool or glass fiber batt bearing the UL Classification Marking as to Fire Resistance. See
<br />Batt and Blankets (BZJZ) Category For Names Of Classified Companies.
<br />SA. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 5) - (100% Borate Formulation) - Spray
<br />applied cellulose material. The fiber is applied with waterto completely fill the enclosed cavity in accordance
<br />with the application instructions supplied with the product with a nominal dry density of 2.7 Ib/ft3. Alternate
<br />Application Method: The fiber is applied without water or adhesive at a nominal dry density of 3.5 Ib/ft3, in
<br />accordance with the application instructions supplied with the product.
<br />U S GREENFIBER LLC - INS735 & INS745 for use with wet or dry application. INS765LD and INS77OLD are to
<br />be used for dry application only.
<br />5B. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 5) and Item 5A - Spray applied cellulose
<br />insulation material. The fiber is applied with water to interior surfaces in accordance with the application
<br />instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of
<br />4.3 pounds per cubic ft.
<br />NU -WOOL CO INC - Cellulose Insulation
<br />5C. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 5) - Spray applied cellulose fiber. The
<br />fiber is applied with waterto completely fill the enclosed cavity in accordance with the application instructions
<br />Q
<br />M
<br />UL SYSTEM NO. CJ-D-0004
<br />TOP OF WALL JOINT: GYPSUM WALL TO NON -RATED ROOF/FLOOR DECK
<br />JOINT RATING = 2-HR.
<br />CLASS II MOVEMENT CAPABILITIES - 50% COMPRESSION OR EXTENSION
<br />FRONT SECA_A
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<br />1. NON -RATED HORIZONTAL I CON ASSEMBLY TIN F THE FOLLOWING: S CONSISTING GO WING : 0
<br />A. SUPPORTS [NOT SHOWN] - STRUCTURAL STEEL OR OTHER MEMBERS SUPPORTING THE STEEL
<br />DECK.
<br />B. MAXIMUM 3" DEEP BY MINIMUM 20 GA. GALVANIZED STEEL DECK, FLUTED MAXIMUM 12" OC.
<br />C. [OPTIONAL] STEEL DECK MAY BE TOPPED WITH REINFORCED CONCRETE.
<br />2. GYPSUM WALL ASSEMBLY (UL/cUL CLASSIFIED U400, V400, OR W400 SERIES) (2-HR. FIRE -RATING).
<br />3. CEILING RUNNER (MIN. 25 GA., FLANGE OF CEILING RUNNER SHALL BE MINIMUM 1/4" GREATER THAN
<br />MAXIMUM EXTENDED JOINT WIDTH) FASTENED TO UNDERSIDE OF DECK WITH STEEL FASTENERS OR
<br />WELDS SPACED MAXIMUM 24" OC.
<br />4. STEEL STUDS (MINIMUM 3-1/2" WIDE) CUT 3/4" LESS IN LENGTH THAN ASSEMBLY HEIGHT, NESTING IN
<br />CEILING RUNNER WITHOUT ATTACHMENT.
<br />5. HILTI CP 777 SPEED PLUGS FRICTION FITTED TO COMPLETELY FILL FLUTE, FLUSH WITH BOTH SIDES OF
<br />WALL (SEE NOTE NO.2 BELOW).
<br />6. HILTI CP 767 SPEED STRIPS COMPRESSED 50% AND INSERTED INTO JOINT, FLUSH WITH BOTH SIDES OF
<br />WALL (SEE NOTE NO.2 BELOW).
<br />7. MINIMUM 118" (WET) THICKNESS HILTI CFS-SP WB FIRESTOP JOINT SPRAY TO COMPLETELY COVER
<br />MINERAL WOOL AND TO OVERLAP MINIMUM 1/2" ONTO GYPSUM WALL AND METAL DECK ON BOTH
<br />SIDES OF WALL.
<br />OTES :1. AS AN ALTERNATE TO CEILING RUNNER IN ITEM NO. 3, SLOTTED CEILING RUNNERS MAY B
<br />USED. CONSULT THE UL FIRE RESISTANCE DIRECTORY FOR APPROVED MANUFACTURERS
<br />2. AS AN ALTERNATE TO HILTI CP 767 SPEED STRIPS AND/OR CP 777 SPEED PLUGS, MINERAI
<br />WOOL SAFING (MIN. 4 PCF DENSITY) COMPRESSED 50% MAY BE USED.
<br />Sheet 1 oil Drawing No.
<br />HILTI, Inc. Scale 5132" = 1- CJ D
<br />Tulsa, Oklahoma USA (800) 879-8000
<br />Hilti Firestop Systems Date June 07,2012 0004a
<br />Saving Lives through Innovation and Education
<br />U.L. CJ-D-0004 THROUGH PENETRATION FIRESTOP
<br />HEAD OF WALL DETAIL - GYPSUM BOARD WALL
<br />© 2014 UL LLC
<br />When the UL Leaf Mark is on the product, or when the word "Environment" is included in the UL Mark, please search the UL
<br />Environment database for additional information regarding this product's certification.
<br />The appearance of a company's name or product in this database does not in itself assure that products so identified have been
<br />manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and
<br />covered under UL's Follow -Up Service. Always look for the Mark on the product.
<br />UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1.
<br />The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their
<br />entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from
<br />the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the
<br />reprinted material must include a copyright notice in the following format: "© 2014 UL LLC".
<br />iTFOO} supplied with the product. The minimum dry density shall be 4.30 lbs/ft3.
<br />"'>'"''"' L i1 INTERNATIONAL CELLULOSE CORP - Celbar-RL
<br />1. Channel Track - "J" -shaped channel, 2-1/2 in. deep with unequal legs of 1 in. and 2 in., fabricated from
<br />No. 25 MSG galv steel. Channels attached to structural supports Wth steel fasteners located not greater than
<br />2 in. from ends and not greater than 24 in. OC. *Bearing the UL Classification Mark
<br />2. Steel Studs- "I" shaped studs, min 2-1/2 in. deep by 1-1/2 in. wide, fabricated from min 25 MSG galv Last Updated on 2013-04-09
<br />steel, spaced 24 in. OC. Vertically restrained walls require studs to be cut 1/2 in. less than floorto ceiling --
<br />height. Questions? Print this oaae Terms of Use Page Top
<br />2A. Steel Studs - (Not Shown) - "C-H" -shaped studs, min 2-1/2 in. deep by 1-1/2 in. wide, fabricated from
<br />min 25 MSG galv steel, spaced 24 in. OC. Vertically restrained walls require studs to be cut 1/2 in. less than
<br />U.L. U499 - RATED METAL STUD AND GYPSUM BOARD SHAFT WALL
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<br />Sheet Name:
<br />U.L. DETAILS
<br />Proj #:
<br />Issue Date:
<br />210316
<br />09/01 /2022
<br />Sheet No.:
<br />GmOO6
<br />Drawn By:
<br />Checked By:
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<br />ISSUED FOR CONSTRUCTION
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