FIRESTOP SUBMITTAL PACKAGE - Acousti Firestop · FIRESTOP SUBMITTAL PACKAGE . ... SpecSeal® Series...

FIRESTOP SUBMITTAL PACKAGE

Project:

Date:

Submitted by:

210 Evans Way • Somerville, NJ 08876 • (800) 992-1180 • (908) 526-8000 • Fax (908) 526-9623

www.stifirestop.com

Fluted Deck Spray

http://www.stifirestop.com/

Certificate of Conformance • Technical Service 1-800-992-1180 • www.stifirestop.com

SpecSeal® Series SSS Intumescent Sealant SpecSeal® Series LCI Intumescent Sealant SpecSeal® Series LC Firestop Sealant

SpecSeal® Series ES Elastomeric Sealant SpecSeal® Series SIL300 Silicone Sealant SpecSeal® Series SIL300SL Silicone Sealant

Pensil® PEN300 Silicone Sealant Pensil® PEN300SL Silicone Sealant Pensil® PEN200 Silicone Foam

BlazeStop™ WF300 Firestop Caulk SpecSeal® Series AS200 Elastomeric Spray SpecSeal® Series FT Fast Tack™ Firestop Spray

SpecSeal® Series SSP Putty & Putty Pads SpecSeal® Series EP PowerShield™ Box Insert SpecSeal® Series SSM Firestop Mortar

SpecSeal® Series SSB Firestop Pillows SpecSeal® Series CS Composite Sheet SpecSeal® Series SSW Wrap Strips

SpecSeal® Series LCC Firestop Collars SpecSeal® Series SSC Firestop Collars SpecSeal® Series RTC Firestop Collars

SpecSeal® Series FP Firestop Plugs SpecSeal® Series CD Cast-In Firestop Devices FyreFlange® Firestop Angle

EZ-Path® Series 22 EZ-Path® Series 33 EZ-Path® Series 44 or 44+

Ready® Sleeve Ready® Sleeve Split EZ-Path® Firestop Grommet

SpecSeal® Series SSAMW Mineral Wool SpecSeal® SpeedFlex® Fire Rated Joint Profile SpecSeal® Closet Flange Firestop Gasket

SpecSeal® Series CS105 Cable Spray SpecSeal® SpeedFlex® Track Top Gasket

Description:

SpecSeal® Firestop Products; Pensil® Silicone Sealants; EZ-Path® Fire Rated Pathways; Ready® Sleeve Firestop Sleeves; STI Firestop Products

Included Products:

These products are tested to one or more of the following standards:

• ASTM E814 (ANSI/UL1479) Standard Test Method for Fire Tests of Penetration Firestop Systems

• ASTM E1966 (ANSI/UL2079) Standard Test Method for Fire-Resistive Joint Systems

• ASTM E119 (ANSI/UL263) Standard Test Methods for Fire Tests of Building Construction and Materials

• ASTM E2307 Standard Test Method for Determining Fire Resistance of Perimeter Fire Barrier Systems Using Intermediate Scale, Multi-Story Test Apparatus

• ASTM E1399 Standard Test Method for Cyclic Movement and Measuring the Minimum and Maximum Joint Widths of Architectural Joint Systems

• ASTM E84 (ANSI/UL723) Standard Test Method for Surface Burning Characteristics of Building Materials

• CAN/ULC S115 Standard Method of Fire Tests of Firestop Systems

• CAN/ULC S101 Standard Methods of Fire Endurance Tests of Building Construction and Materials

Chemical Content Statement:

No asbestos, PCB’s, lead, or water-soluble intumescent ingredients are used or contained in these products.

Paul M. JankowskiQuality Control Manager

James P. Stahl Jr., CFPSVice President of Engineering

GENERAL CERTIFICATE OF CONFORMANCEJUNE 2013

Created or Revised:Reproduced courtesy of Underwriters Laboratories, Inc.

PAGE OF(800)992-1180 (908)526-8000 FAX (908)231-8415 E-Mail:[email protected] Website:www.stifirestop.com

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HW-D-0043

System No. HW-D-0043

ANSI/UL2079

Assembly Ratings - 1, 2, 3 and 4 Hr (See Items 2 and 3)

Nominal Joint Widths - 1-1/2 and 2-1/2 In. (See Item 4)

Class II Movement Capabilities - 40 or 50% Compression orExtension (See Item 4)

L Rating At Ambient - Less Than 1 CFM/sq ft

L Rating At 400 F - Less Than 1 CFM/sq ft

CAN/ULC S115

F Ratings - 1, 2, 3 and 4 Hr (See Items 2 and 3)

FT Ratings - 1, 2, 3 and 4 Hr (See Items 2 and 3)

FH Ratings - 1, 2, 3 and 4 Hr (See Items 2 and 3)

FTH Ratings - 1, 2, 3 and 4 Hr (See Items 2 and 3)

Nominal Joint Widths - 1-1/2 and 2-1/2 In. (See Item 4)

Class II Movement Capabilities - 40 or 50% Compression orExtension (See Item 4)



1. Floor Assembly - The fire-rated fluted steel deck/concrete floor assembly shall be constructed of the materials and in themanner described in the individual D900 Series Floor-Ceiling Design in the UL Fire Resistance Directory. The hourly firerating of the floor assembly shall be equal to or greater than the hourly fire rating of the wall assembly. The floor assemblyshall include the following construction features:A. Steel Floor and Form Units* - Max 3 in. (76 mm) deep galv steel fluted floor units.B. Concrete - Min 2-1/2 in. (64 mm) thick reinforced concrete, as measured from the top plane of the floor units.

1A. Roof Assembly - (Not Shown) - As an alternate to the floor assembly (Item 1), a fire rated fluted steel deck roof assemblymay be used. The roof assembly shall be constructed of the materials and in the manner described in the individual P900Series Roof-Ceiling Design in the UL Fire Resistance Directory. The hourly fire rating of the roof assembly shall be equal to orgreater than the hourly fire rating of the wall assembly. The roof assembly shall include the following construction features:A. Steel Roof Deck - Max 3 in. (76 mm) deep galv steel fluted roof deck.B. Roof Insulation - Min 2-1/4 in. (57 mm) thick poured insulating concrete, as measured from the top plane of the steel

roof deck.2. Through Penetrant - (Optional) -- Max one penetrant per flute to be installed parallel and centered within the flutes of the

steel deck. Penetrants installed with a min annular space of 1/2 to 1-2/ in. in. (13-38 mm) between the penetrant and the steeldeck. Penetrant to be rigidly supported on both sides of wall assembly. The following types and sizes of penetrants may beused:A. Conduit - Nom 1/2 in. diam (or smaller) steel electrical metallic tubing (EMT) or steel conduit.B. Conduit - Nom 1-1/2 in. diam (or smaller) Schedule 40 PVC conduit.



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C. Polyvinyl Chloride (PVC) Pipe - Nom 1-1/2 in. (38 mm) diam (or smaller) Schedule 40 solid or cellular core PVC pipefor use in closed (process or supply) or vented (drain, waste or vent) piping systems.

D. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 1-1/2 in. (38 mm) diam (or smaller) SDR17 SDR13.5 CPVC pipefor use in closed (process or supply) piping systems.When steel conduit or EMT (Item 2A) is installed in flute of steel deck, the hourly rating of the joint system is 1hr. When nonmetallic penetrates (Items 2B, 2C and 2D) are installed in flute of steel deck, the hourly rating ofthe joint system is equal to the hourly fire rating of the wall assembly up to a max of 2 hr.

3. Wall Assembly - 1, 2, 3 or 4 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in themanner described in the individual U400, V400, or W400 Series Wall and Partition Design in the UL Fire Resistance Directoryand shall include the following construction features:A. Steel Floor and Ceiling Runners - Floor and ceiling runners of wall assembly shall consist of galv steel channels sized

to accommodate steel studs. When deflection channel (Item 4A) is used, flange height of ceiling runner is to be equal toor greater than flange height of deflection channel and the ceiling runner is to nest within the deflection channel with a1/2 to 3/4 in. (13 to 19 mm) gap maintained between the top of the ceiling runner and the top of the deflection channel.When deflection channel is not used, flange height of ceiling runner shall be min 1/4 in. (6 mm) greater than maxextended joint width. Ceiling runner installed perpendicular to direction of fluted steel deck and secured with steelmasonry anchors or welds spaced max 24 in. (610 mm) OC.

A1. Light Gauge Framing* - Slotted Ceiling Runner - Slotted ceiling runner may be used as an alternate to the ceilingrunner in Item 3A. Slotted ceiling runner to consist of galv steel channel with slotted flanges sized to accommodate steelstuds (Item 3B). Ceiling runner installed perpendicular to direction of fluted steel floor or roof deck and secured to valleyswith steel masonry anchors spaced max 24 in. (610 mm) OC. When slotted ceiling runner is used, deflection channel(Item 4A) shall not be used.BRADY CONSTRUCTION INNOVATIONS INC, DBA SLIPTRACK SYSTEMS - SLP-TRK, SLPTRK325

CALIFORNIA EXPANDED METAL PRODUCTS CO - CST

CLARKDIETRICH BUILDING SYSTEMS - Type SLT, SLT-H

MARINO/WARE, DIV OF WARE INDUSTRIES INC - Type SLT

METAL-LITE INC - The System

SCAFCO STEEL STUD MANUFACTURING CO

TELLING INDUSTRIES L L C - True-Action Deflection Track

THE STEEL NETWORK INC - VertiTrack VT, series,250VT, 362VT, 400VT, 600VT and 800VT

A2. Light Gauge Framing* - Vertical Deflection Ceiling Runner - When the nom joint width is less than or equal to 1 in.(25 mm), vertical deflection ceiling runner may be used as an alternate to the ceiling runner in Items 3A and 3A1.,Vertical deflection ceiling runner to consist of galv steel channel with slotted vertical deflection clips mechanicallyfastened within runner. Slotted clips, provided with step bushings, for permanent fastening of steel studs. Verticaldeflection ceiling runner installed perpendicular to direction of fluted steel deck and secured to valleys with steel masonryanchors spaced max 24 in. (610 mm) OC. When vertical deflection ceiling runner is used, deflection channel (Item 4A)shall not be used.

THE STEEL NETWORK INC - VertiTrack VTD362, VTD400, VTD600 and VTD800

A3. Light Gauge Framing*- Notched Ceiling Runner - As an alternate to the ceiling runners in Items 3A through 3A3,notched ceiling runners to consist of C-shaped galv steel channel with notched return flanges sized to accommodatesteel studs (Item 3B). Notched ceiling runner installed perpendicular to direction of fluted steel deck and secured tovalleys with steel masonry anchors spaced max 24 in. (610 mm) OC. When notched ceiling runner is used, deflectionchannel (Item 4A) shall not be used.

OLMAR SUPPLY INC - Type SCR

A4. Steel Framing Members* - Sound Isolation Clips - (Not Shown, For Max 2 hr Assembly Rating) - As an alternateattachment means for the ceiling runner to the underside of the floor or roof assembly when no deflection channel (Item4A) is used, sound isolation clips installed in accordance with the accompanying installation instructions. Sound isolationclip installed through nom 1 in. (25 mm) diam hole in ceiling runner and attached to top of ceiling runner using four minNo. 8 by 1/2 in. (13 mm) long self-tapping galv steel screws. Sound isolation clips to be installed adjacent to every studlocation but not more than 24 in. (610 mm) OC and attached to the underside of floor or roof assembly using min 3/16 in.(5 mm) diam by 2-1/2 in. (64 mm) long steel masonry anchors.

PAC INTERNATIONAL INC - Type RSIC-U-HD



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B. Studs - Steel studs to be min 3-1/2 in (89 mm) wide. Studs cut 1/2 to 1-1/4 in. (13 to 32 mm) less in length thanassembly height with bottom nesting in and secured to floor runner. When deflection channel (Item 4A) is used, steelstuds attached to ceiling runner with sheet metal screws located 1/2 in. (13 mm) below the bottom to the deflectionchannel. When deflection channel is not used, studs to nest in ceiling runner without attachment. When slotted ceilingrunner (Item 3A1) is used, steel studs secured to slotted ceiling runner with No. 8 by 1/2 in. (13 mm) long wafer headsteel screws at midheight of slot on each side of wall. When vertical deflection ceiling runner (Item 2A2) is used, steelstuds secured to slotted vertical deflection clips, through the bushings, with steel screws at midheight of each slot. Studspacing not to exceed 24 in. (610 mm) OC.

C. Gypsum Board* - Gypsum board sheets installed to a min total thickness of 5/8 in., 1-1/4 in., 1-1/2 in. or 2 in. (16, 32, 38or 51 mm) on each side of wall for 1, 2, 3 and 4 hr fire rated assemblies, respectively. Wall to be constructed in theindividual U400 Series Design in the UL Fire Resistance Directory, except that a max 1 or 2 in. (25 or 51 mm) gap (SeeItem 4) shall be maintained between the top of the gypsum board and the bottom surface of the steel floor or roof deck .The screws attaching the gypsum board to the studs along the top of the wall shall be located 1 in. (25 mm) below thebottom of the ceiling runner. No gypsum board attachment screws shall be driven into the ceiling runner or into theoptional deflection channel.

When through penetrant (Item 2) is not used, the hourly fire rating of the joint system is equal to the hourly firerating of the wall.

4. Joint System - Max separation between bottom of floor or roof deck and top of gypsum board (at time of installationof joint system) is 2-1/2 in. (64 mm) for 1 and 2 hr Ratings and 1 in. (25 mm) for 3 and 4 hr Ratings. The joint systemis designed to accommodate a max 50 percent compression or extension from its installed width for max 1-1/2 in. (38mm) wide joints and a max 40 percent compression or extension from its installed width for max 2-1/2 in. (64 mm)wide joints. The joint system shall consist of forming and fill materials, with or without a deflection channel (Item 4A), asfollows:A. Deflection Channel - (Optional) - Max 2 in. (51 mm) deep min 24 gauge galv steel channel sized to accommodate

ceiling runner (Item 3A ). Deflection channel installed perpendicular to direction of fluted steel deck and secured tovalleys with steel masonry anchors or welds spaced max 24 in. (610 mm) OC. The ceiling runner is installed within thedeflection channel to maintain a 1/2 to 3/4 in. (13 to 19 mm) gap between the top of the ceiling runner and the top of thedeflection channel. The ceiling runner nests inside the deflection channel without attachment.

B. Forming Material* - Nom 4 pcf (64 kg/m3) mineral wool batt cut to the shape of the steel deck flute and installed into theflutes above the ceiling channel. The mineral wool batt pieces are to be stacked to a thickness approx 1 in. (25 mm)greater than the overall thickness of the wall and compressed approx 14 percent in depth thickness such that it is flushwith the gypsum board surface on both sides of the wall. When sound isolation clips (Item 2A5) are used, the spacebetween the top of the ceiling runner and the underside of the floor or roof shall be tightly packed with mineral wool battinsulation. Additional sections of mineral wool batt insulation are compressed 50 percent in thickness and installed cutedge first to completely fill the gap above the top of the gypsum board, flush with both surfaces of wall.

IIG MINWOOL L L C - MinWool-1200 Safing

ROCK WOOL MANUFACTURING CO - Delta Board

ROCKWOOL MALAYSIA SDN BHD - Safe

ROXUL INC - Safe

THERMAFIBER INC - SAF

C. Fill, Void or Cavity Material* - Sealant - Min 1/16 in. (1.6 mm) dry thickness (min 1/8 in. or 3.2 mm wet thickness) of fillmaterial spray applied on each side of the wall in the flutes of the steel floor or roof deck and between the top of the walland the bottom of the steel floor or roof deck and overlap a min 1/2 in. (13 mm) onto gypsum board on both sides of wall.Additional 1/6 in. (1.6 mm) dry thickness (1/8 in. or 3.2 mm wet thickness) of fill material shall overlap a min 1/2 in. (13mm) onto the steel deck and steel conduit or EMT (when used) on both sides of wall.

SPECIFIED TECHNOLOGIES INC - SpecSeal AS200 Elastomeric Spray

*Bearing the UL Classification Mark

1. Floor Assembly - The fire-rated fluted steel deck/concrete floor assembly shall be constructed of the materials and in themanner described in the individual D900 Series Floor-Ceiling Design in the UL Fire Resistance Directory. The hourly firerating of the floor assembly shall be equal to or greater than the hourly fire rating of the wall assembly. The floor assemblyshall include the following construction features:A. Steel Floor and Form Units* - Max 3 in. (76 mm) deep galv steel fluted floor units.B. Concrete - Min 2-1/2 in. (64 mm) thick reinforced concrete, as measured from the top plane of the floor units.



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HW-D-0548


ANSI/UL2079

Assembly Ratings - 1 and 2 Hr (See Item 2)

Maximum Joint Width - 3/4, 1 or 1-1/2 In. (See Item 3)

Class II Movement Capabilities - 50 or 100 %Compression orExtension (See Item 3)



CAN/ULC S115

F Ratings - 1 and 2 Hr (See Item 2)

FT Ratings - 1 and 2 Hr (See Item 2)

FH Ratings - 1 and 2 Hr (See Item 2)

FTH Ratings - 1 and 2 Hr (See Item 2)

Maximum Joint Width - 19, 25 or 38 mm (See Item 3)

Class II Movement Capabilities - 50 or 100 % Compression orExtension (See Item 3)



1B

2C

1A

2D

2A2B

3B 3A3C

3D

1B

2C

1A

2D

2A

2B

3B

3A

3C

3D

3A3A

1B

2C

1A

2D

2A2B

3A3C

3D

CONFIGURATION A CONFIGURATION B

CONFIGURATION C

3B

1A. Roof Assembly - (Not Shown) - As an alternate to the floor assembly (Item 1), a fire rated fluted steel deck roof assemblymay be used. The roof assembly shall be constructed of the materials and in the manner described in the individual P900Series Roof-Ceiling Design in the UL Fire Resistance Directory. The hourly fire rating of the roof assembly shall be equal toor greater than the hourly fire rating of the wall assembly. The roof assembly shall include the following constructionfeatures:A. Steel Roof Deck - Max 3 in. (76 mm) deep galv steel fluted roof deck.B. Roof Insulation - Min 2-1/4 in. (57 mm) thick poured insulating concrete, as measured from the top plane of the steel

roof deck.1B. Floor Assembly - As an alternate to the floor assembly (Item 1), min 4-1/2 in. (114 mm) thick reinforced lightweight or

normal weight (100-150 pcf or 1600-2400 kg/m3) structural concrete. Floor may also be constructed of any UL Classifiedhollow-core Precast Concrete Units*.See Precast Concrete Units (CFTV) in Fire Resistance Directory for names of manufacturers.

2. Shaft Wall Assembly - The 1 or 2 hr fire rated shaft wall assembly shall be constructed of the materials and in the mannerdescribed in the individual U400, V400 or W400 Series Wall and Partition Design in the UL Fire Resistance Directory andshall include the following construction features:A. Floor and Ceiling Runners - "J"-shaped runner, min 2-1/2 in. (64 mm) wide with unequal legs of min 1-1/2 in. (38

mm) and min 2 in. (51 mm), fabricated from min 24 MSG galv steel. Runners positioned with short leg toward finishedside of wall. Flange height of ceiling runner shall be min 1/4 in. (6 mm) greater than max extended joint width.Runners attached to walls and floor with steel fasteners spaced max 24 in. (610 mm) OC. As an alternate to the"J"-shaped runner, a min 2-1/2 in. (64 mm) wide by 1 in. or 1 1/4 in. (25 or 32 mm) deep channel formed from min 24MSG galv steel may be used for the floor runner. Ceiling runner installed parallel with or perpendicular to direction offluted steel deck and secured to steel deck valley withy steel fasteners or welds spaced max 24 in. (610 mm) OC.

A1. Floor And Ceiling Runners - As an alternate to Item 2A, floor and ceiling runners of wall assembly shall consist ofgalv steel channels sized to accommodate steel "C-H" studs. Flange height of ceiling runner shall be min 1/2 in. (13mm) greater than nom joint width. Ceiling runner installed parallel with or perpendicular to direction of fluted steel deckand secured with steel masonry anchors or welds spaced max 24 in. (610 mm) OC.

A2. Light Gauge Framing* - Slotted Ceiling Track - (for use in Configuration A Only) As an alternate to Item 2A,slotted ceiling track shall consist of galv steel channels with slotted flanges. Slotted ceiling track sized toaccommodate steel "C-H" studs (Item 2C). Attached to concrete at ceiling with steel fasteners spaced max 12 in. OC(305 mm).

BRADY CONSTRUCTION INNOVATIONS INC, DBA SLIPTRACK SYSTEMS - SLP-TRK, SLPTRK325







A3. Light Gauge Framing* - Slotted Ceiling Runner - As an alternate to the ceiling runner in Items 2A through 2A3,slotted ceiling runner to consist of galv steel channel with 3-1/4 in. (83 mm) high slotted flanges sized to accommodatesteel studs (Item 2B). Ceiling runner installed parallel or perpendicular with direction of fluted steel deck and securedto steel deck valley with steel fasteners or welds spaced max 24 in. (610 mm) OC.

BRADY CONSTRUCTION INNOVATIONS INC, DBA SLIPTRACK SYSTEMS - SLPTRK325

B. Steel Studs - "C-H"-shaped steel studs to be min 2-1/2 in. (64 mm) wide and formed of min 24 MSG galv steel. Forconfiguration A studs cut 1/2 to 1-1/4 in. (13 to 32 mm) less in length than assembly height or for configuration B studscut 1 to 1-1/2 in. (25 to 38 mm) less in length than assembly height with bottom nesting in and resting on floor runnerand with top nesting in ceiling runner or slotted ceiling track. Studs spaced 24 in. (610 mm) OC. After installation ofgypsum board liner panels (Item 2D), studs secured to flange of floor runner on finished side of wall with No. 6 by 1/2in. (13 mm) long self-drilling, self-tapping steel screws. Studs secured to flange of slotted ceiling track on finished sideof wall only with No. 8 by 1/2 in. (13 mm) long self-drilling, self-tapping wafer head steel screws at slot midheight.



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C. Gypsum Board* - 1 in. (25 mm) thick by 24 in. (610 mm) wide gypsum board liner panels. Panels cut 1 in. (25 mm)less in length than floor to ceiling height. Vertical edges inserted in "H"-shaped section of "C-H" studs. Free edge ofend panels attached to long leg of "J" runner (Item 2A) with 1-5/8 in. (41 mm) long Type S steel screws spaced max12 in. (305 mm) OC.

D. Gypsum Board* - Gypsum board sheets, 1/2 or 5/8 in. (13 or 16 mm) thick, applied vertically or horizontally in one ortwo layers on finished side of wall as specified in the individual U400 or V400-Series Wall and Partition Design. A max1 in. (25 mm) gap shall be maintained between the top of the gypsum board and the bottom surface of the concretefloor. The screws attaching the gypsum board layers to the C-H studs shall be located 1 in. (25 mm) below the bottomof the slotted ceiling track (Item 2C). No gypsum board attachment screws are to penetrate the slotted ceiling track.

The hourly fire rating of the joint system is equal to the hourly fire rating of the wall.

Configuration A3. Joint System - Max separation between bottom of floor and top of liner panel (Item 2C) and between bottom of

floor and top of gypsum board sheets (Item 2D) at time of installation of joint system 1-1/2 in. (38 mm). The jointsystem is designed to accommodate a maximum 50 percent compression or extension from its installed width.The joint system consists of forming material and sealant, as follows:A. Forming Material* - In floor or roof assembly constructed with steel fluted floor units, compression-fit a minimum 1 in.

(25 mm) depth of nom 4 pcf (64 kg/m3) mineral wool batt insulation into far recess of flute valley as a permanent form.Strips of mineral wool batt insulation cut to width of gypsum liner panel (Item 2C) and compressed 50 percent inthickness. Strip installed between top of gypsum liner panel and bottom of steel ceiling runner.

IIG MINWOOL L L C - MinWool 1200 Safing


ROCKWOOL MALAYSIA SDN BHD - SAFE

ROXUL INC - SAFE


B. Fill, Void or Cavity Material*- Sealant - Min 1/8 in. (3.2 mm) wet thickness (min 1/16 in. or 1.5 mm dry thickness) ofspray applied to cover mineral wool batt insulation within joint cavity (when present; Item 3A) and mineral wool battinstalled above gypsum liner panel (Item 2C). Maintain min 1/2 in. (13 mm) overlaps onto surrounding substrates.


C. Forming Material* - Sections of min 4 pcf (64kg/m3) density mineral wool batt insulation cut to fill flute area (whenpresent) flush with interior surface of wall after installation of spray (Item 3B). Strips of mineral wool batt insulation cutto width of gypsum board layers (Item 2D) and compressed 50 percent in thickness. Strips installed above gypsumboard layers on finished side of wall assembly flush with the wall surface.




ROXUL INC - SAFE


D. Fill, Void or Cavity Material*- Sealant - Min 1/8 in. (3.2 mm) wet thickness (min 1/16 in. or 1.5 mm dry thickness) ofspray applied to cover mineral wool batt insulation on finished side of wall. Maintain min 1/2 in. (13 mm) overlaps ontosurrounding substrates.




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Configuration B3. Joint System - Max separation between bottom of floor and top of liner panel (Item 2C) and between bottom of

floor and top of gypsum board sheets (Item 2D) at time of installation of joint system is 1-1/2 in. (38 mm). The jointsystem is designed to accommodate a maximum 50 percent compression or extension from its installed width.The joint system consists of forming material and sealant, as follows:A. Forming Material* - Strips of min 4 pcf (64kg/m3) density mineral wool batt insulation cut to width of gypsum liner

panel (Item 2C) and compressed 50 percent in thickness. Strip installed between top of gypsum liner panel andbottom of steel ceiling runner.




ROXUL INC - SAFE


B. Fill, Void or Cavity Material*- Sealant - Min 1/8 in. (3.2 mm) wet thickness (min 1/16 in. or1.5 mm dry thickness) ofspray applied to cover mineral wool batt insulation within joint cavity. Maintain min 1/2 in. (13 mm) overlaps ontosurrounding substrates.


C. Forming Material* - Strips of min 4 pcf (64kg/m3) density mineral wool batt insulation cut to width of gypsum boardlayers (Item 2D) and compressed 50 percent in thickness. Strips installed above gypsum board layers on finished sideof wall assembly flush with the wall surface.




ROXUL INC - SAFE


D. Fill, Void or Cavity Material*- Sealant - Min 1/8 in. (3.2 mm) wet thickness (min 1/16 in. or 1.5 mm dry thickness) ofspray applied to cover mineral wool batt insulation on finished side of wall. Maintain min 1/2 in. (13 mm) overlaps ontosurrounding substrates.


Configuration C3. Joint System - Max separation between bottom of floor and top of liner panel (Item 2C) and between bottom of

floor and top of gypsum board sheets (Item 2D) at time of installation of joint system is 3/4 or 1 in. (19 or 25 mm).The joint system is designed to accommodate a maximum 100 percent compression or extension for 3/4 in. (19mm) wide joints and a maximum 100 percent compression only for 1 in. (25 mm) wide joints, from its installedwidth. The joint system consists of the following:A. Forming Material* - Nom 3/16 in. (4.8 mm) thick by 4 in. (102 mm) high joint forming material profile installed on both

sides of the wall assembly. Profile installed on the shaft side of the wall by first marking a line across the top of thewall 3 in. (76 mm) below the bottom plane of the bottom of the "J" or ceiling runner on the interior surface of thegypsum liner. Joint profile material on shaft side positioned with its top edge against both the underside of the ceilingrunner with its bottom edge on the line scribed on the shaft liner. Profile installed on the finished side of the wall byfirst marking a line across the top of the wall 3 in. (76 mm) below the bottom plane of the steel floor or roof deckvalleys. Joint profile material on finished side positioned with its top edge against both the underside of the floor orsteel deck with its bottom edge on the line scribed on the finished side of the wall assembly. Bottom of the joint profileattached to gypsum board with nom 1/2 in. (13 mm) long steel staples spaced not greater than 8 in. (203 mm) OC.Adjoining lengths of profile to overlap approx 3/4 in. (19 mm) at shiplapped ends.

SPECIFIED TECHNOLOGIES INC - SpecSeal Speed Flex Joint Profile



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B. Fill, Void or Cavity Material*- Sealant - Min 1/8 in. (3.2 mm) wet thickness (min 1/16 in. or1.5 mm dry thickness) ofspray applied to cover forming material within joint cavity (Item 3A) and forming material installed above gypsum linerpanel (Item 2D). Maintain min 1/2 in. (13 mm) overlaps onto surrounding substrates.


C. Forming Material* - Sections of min 4 pcf (64kg/m3) density mineral wool batt insulation cut to fill flute area (whenpresent) flush with interior surface of wall after installation of spray (Item 3B). Strips of mineral wool batt insulation cutto width of gypsum board layers (Item 2E) and compressed 50 percent in thickness. Strips installed above gypsumboard layers on finished side of wall assembly flush with the wall surface.




ROXUL INC - SAFE


D. Fill, Void or Cavity Material*- Sealant - Min 1/8 in. (3.2 mm) wet thickness (min 1/16 in. or 1.5 mm dry thickness) ofspray applied to cover forming material (Item 3C) on finished side of wall. Maintain min 1/2 in. (13 mm) overlaps ontosurrounding substrates.





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Assembly Ratings - 1 And 2 Hr (See Item 2)Nominal Joint Width - 2 -1/2 In.

Class II Movement Capabilities - 25% Compression or ExtensionL Rating At Ambient - Less Than 1 CFM/Lin FtL Rating At 400 F - Less Than 1 CFM/Lin Ft

1. Floor Assembly - The fire rated fluted steel deck/concrete floor assembly shall be constructed of the materialsand in the manner described in the individual D900 Series Floor-Ceiling Design in the UL Fire ResistanceDirectory and shall include the following construction features:A. Steel Floor and Form Units* - Max 3 in. (76 mm) deep galv steel fluted floor units.B. Concrete - Min 2-1/2 in. (64 mm) thick reinforced concrete, as measured from the top plane of the floor units.

1A. Roof Assembly - (Not Shown) - As an alternate to the floor assembly, a fire rated fluted steel deck roofassembly may be used. The roof assembly shall be constructed of the materials and in the manner described inthe individual P900 Series Roof-Ceiling Design in the UL Fire Resistance Directory. The hourly rating of the roofassembly shall be equal to or greater than the hourly rating of the wall assembly. The roof assembly shallinclude the following construction features:A. Steel Roof Deck - Max 3 in. (76 mm) deep galv steel fluted roof deck.B. Roof Insulation - Min 2-1/4 in. (57 mm) thick poured insulating concrete, as measured from the top plane of

the steel roof deck.2. Wall Assembly - The 1 hr or 2 hr fire rated gypsum board/steel stud wall assembly shall be constructed of the

materials and in the manner described in the individual U400 or V400 Series Wall and Partition Design in the ULFire Resistance Directory and shall include the following construction features:A. Steel Floor and Ceiling Runners - Floor and ceiling runners of wall assembly shall consist of galv steel

channels sized to accommodate steel studs (Item 2B). Ceiling runner to be provided with 3-3/4 in. (95 mm)flanges. Ceiling runner installed perpendicular to the deck direction and secured to valleys of deck with steelmasonry anchors or welds spaced max 24 in. (610 mm) OC.

B. Studs - Steel studs to be min 3-1/2 in. (89 mm) wide. Studs cut 1-1/4 in. to 1-1/2 in. (32 to 38 mm) less inlength than assembly height with bottom nesting in and resting on floor runner and with top nesting in ceilingrunner without attachment.. Stud spacing not to exceed 24 in. (610 mm) OC.

C. Gypsum Board* - Gypsum board installed to a min total thickness of 5/8 in. (16 mm) or 1-1/4 in. (32 mm) oneach side of wall for 1 hr and 2 hr rated assemblies, respectively. Wall to be constructed as specified in theindividual Wall and Partition Design in the UL Fire Resistance Directory, except that a nom 2 1/2 in. (64 mm)gap shall be maintained between the top of the gypsum board and the bottom of the steel deck and the toprow of screws shall be installed into the studs 5 in. (127 mm) below the bottom plane of the floor or roof.

The hourly rating of the joint system is dependent on the hourly rating of the wall.

R Created or Revised:Reproduced courtesy of Underwriters Laboratories, Inc.

PAGE OF(800)992-1180 (908)526-8000 FAX (908)231-8415 E-Mail:[email protected] Website:www.stifirestop.comFebruary 28, 2014

1 2

Ì79HWDÇ*iÈAOÇ"<.QÎ

HW-D-1073

A

SECTION A-A

1B

1A

3A

3B

2C

2A

2B

1B1A

2A

2C

3A 3B

2B

A

3. Joint System - Max separation between bottom plane of floor or roof and top of gypsum board at time ofinstallation of joint system is 2-1/2 in. (64 mm). The joint system is designed to accommodate a max 25 percentcompression or extension from its installed width. The joint system consists of forming material and a fill materialas follows:A. Forming Material* - Nom 4 pcf (64 kg/m3) mineral wool batt cut to the shape of the steel deck flute and

installed into the flutes above the ceiling channel. The mineral wool batt pieces are to be stacked to athickness approx 1 in. (25 mm) greater than the overall thickness of the wall and compressed approx 14percent in depth thickness such that it is flush with the gypsum board surface on both sides of the wall.Additional sections of mineral wool batt insulation are compressed 50 percent in thickness and installed cutedge first to completely fill the gap above the top of the gypsum board, flush with both surfaces of wall.




ROXUL INC - SAFE


B. Fill, Void or Cavity Material* - Sealant - Min 1/16 in. (1.6 mm) dry thickness (min 1/8 in. or 3.2 mm wetthickness) of fill material spray applied on each side of the wall in the flutes of the steel floor or roof deck andbetween the top of the wall and the bottom of the steel floor or roof deck and overlap a min 1/2 in. (13 mm)onto gypsum board and onto steel deck on both sides of wall.





2 2HW-D-1073

Assembly Ratings - 1 and 2 Hr (See Item 2)Nominal Joint Width - 2-1/2 In.

Class II Movement Capabilities - 25% Compression or ExtensionL Rating At Ambient - Less Than 1 CFM/Lin FtL Rating At 400 F - Less Than 1 CFM/Lin Ft

1. Floor Assembly - The fire-rated fluted steel deck/concrete floor assembly shall be constructed of the materialsand in the manner described in the individual D900 Series Floor-Ceiling Design in the UL Fire ResistanceDirectory and shall include the following construction features:A. Steel Floor and Form Units* - Max 3 in. (76 mm) deep galv steel fluted floor units.B. Concrete - Min 2-1/2 in. (64 mm) thick reinforced concrete, as measured from the top plane of the floor units.

1A. Roof Assembly - (Not Shown) - As an alternate to the floor assembly, a fire rated fluted steel deck roofassembly may be used. The roof assembly shall be constructed of the materials and in the manner described inthe individual P900 Series Roof-Ceiling Design in the UL Fire Resistance Directory. The hourly rating of the roofassembly shall be equal to or greater than the hourly rating of the wall assembly. The roof assembly shallinclude the following construction features:A. Steel Roof Deck - Max 3 in. (76 mm) deep galv steel fluted roof deck.B. Roof Insulation - Min 2-1/4 in. (57 mm) thick poured insulating concrete, as measured from the top plane of

the steel roof deck.2. Wall Assembly - The 1 hr or 2 hr fire rated gypsum board /steel stud wall assembly shall be constructed of the

materials and in the manner described in the individual U400 or V400 Series Wall and Partition Design in the ULFire Resistance Directory and shall include the following construction features:A. Steel Floor and Ceiling Runners - Floor and ceiling runners of wall assembly shall consist of galv steel

channels sized to accommodate steel studs (Item 2B). Ceiling runner to be provided with 3-3/4 in. (95 mm)flanges. Ceiling runner centered beneath and parallel with the valley of the deck and secured to valley withsteel masonry anchors or welds spaced max 24 in. (610 mm) OC.

B. Studs - Steel studs to be min 3-1/2 in. (89 mm) wide. Studs cut 1-1/4 in. to 1-1/2 in. (32 to 38 mm) less inlength than assembly height with bottom nesting in and resting on floor runner and with top nesting in ceilingrunner without attachment. Stud spacing not to exceed 24 in. (610 mm) OC.



1 2

Ì78HWDÇ*jÈAOÇ"<.WÎ

HW-D-1074

1B

1A

3A

3B

2C

2A

2B

C. Gypsum Board* - Gypsum board installed to a min total thickness of 5/8 in. (16 mm) or 1-1/4 in. (32 mm) oneach side of wall for 1 hr and 2 hr fire rated assemblies, respectively. Wall to be constructed as specified inthe individual Wall and Partition Design in the UL Fire Resistance Directory, except that a max 2 1/2 (64 mm)gap shall be maintained between the top of the gypsum board and the bottom of the steel deck and the toprow of screws shall be installed into the studs 5 in. (127 mm) below the lower surface of the floor or roof.

The hourly rating of the joint system is dependent on the hourly rating of the wall.3. Joint System - Max separation between bottom of floor or roof and top of gypsum board at time of installation

of joint system is 2-1/2 in. (64 mm). The joint system is designed to accommodate a max 25 percentcompression or extension from its installed width. The joint system consists of forming material and a fillmaterial, as follows:A. Forming Material* - Strips of min 4 pcf (64 kg/m3) mineral wool batt insulation compressed 50 percent in

thickness and inserted cut-edge first into gap between top of gypsum board and bottom of the floor or roofdeck, flush with both surfaces of the wall.




ROXUL INC - SAFE


B. Fill, Void or Cavity Material* - Sealant - Min 1/16 in. (1.6 mm) dry thickness (min 1/8 in. or 3.2 mm wetthickness) of fill material spray applied on each side of the wall to cover forming material (Item 3A) with min1/2 in. (13 mm) overlaps onto gypsum board and steel deck on both sides of wall.





2 2HW-D-1074

1. Floor Assembly - The fire-rated fluted steel floor unit/concrete floor assembly shall be constructed of the materials and in themanner described in the individual D900 Series Floor-Ceiling Design in the Fire Resistance Directory and shall include thefollowing construction features:A. Steel Floor and Form Units* - Max 3 in. (76 mm) deep galv steel fluted floor units.B. Concrete - Min 2-1/2 in. (64 mm) thick reinforced concrete, as measured from the top plane of the floor units.


roof deck.C. Roof Covering* - Hot mopped or cold-application materials compatible with insulating concrete.

2. Steel Straps - Min 2 in. (51 mm) wide 16 MSG (0.059 in. or 1.5 mm thick) galv steel straps cut to a length to span the fluteand to overlap min 1-1/2 in. (38 mm) on the adjacent valleys of fluted floor units. Straps spaced max 24 in. (610 mm) OC andfastened to floor assembly with min 1/4 in. (6 mm) diam by 1-1/2 in. (38 mm) long steel concrete anchors or min 0.145 in. (3.7mm) diam by 1-1/4 in. (32 mm) long powder actuated fasteners.



RFebruary 28, 2014

1 3

Ì75HWDÇ$XÈAOÇ"<.eÎ

HW-D-0456

1B

4B 4C

4A

5B

3

5A

21A


ANSI/UL2079

Assembly Ratings - 1 and 2 Hr (See Items 1 and 4C)

Nominal Joint Width - 3/4 or 1-1/2 In. (See Item 5).

Class II Movement Capabilities - 50% or 100% Compression orExtension (See Item 5)



CAN/ULC S115

F Ratings - 1 and 2 Hr (See Items 1 and 4C)

FT Ratings - 1 and 2 Hr (See Items 1 and 4C)

FH Ratings - 1 and 2 Hr (See Items 1 and 4C)

FTH Ratings - 1 and 2 Hr (See Items 1 and 4C)





3. Forming Material* - Mineral wool batt insulation, nom 4 pcf (64 kg/m3), cut to the shape of the fluted floor units, friction fit tocompletely fill the flutes above the steel straps. Adjacent lengths of batts to be tightly butted with butted seams spaced min 24in. (610 mm) apart along the length of the plugs.IIG MINWOOL L L C - MinWool-1200 Safing



ROXUL INC - Safe

THERMAFIBER INC - Type SAF

4. Wall Assembly - The 1 or 2 h fire rated gypsum board/stud wall assembly shall be constructed of the materials and in themanner specified in the individual U400, V400 or W400 Series Wall and Partition Design in the UL Fire Resistance Directoryand shall include the following construction features:A. Steel Floor and Ceiling Runners - Floor and ceiling runners of wall assembly shall consist of galv steel channels sized

to accommodate steel studs. Ceiling runner to be provided with min 1-1/4 in. (32 mm) to max 3 in. (76 mm) flanges.Flange height of ceiling runner shall be min 1/4 in. (6 mm) greater than max extended joint width. Ceiling runner installedparallel to direction of fluted steel floor units, directly beneath steel straps, and secured to straps with two No. 8self-drilling, self-tapping steel screws per strap.

A1. Light Gauge Framing* - Slotted Ceiling Runner - As an alternate to the ceiling runner in Item 4A, slotted ceiling runnerconsisting of galv steel channel with slotted flanges sized to accommodate steel studs (Item 4B). Ceiling runner installedparallel to direction of fluted steel floor units, directly beneath steel straps, and secured to straps with two No. 8self-drilling, self-tapping steel screws per strap.






STEELER INC - Steeler Slotted Ceiling Runner


B. Studs - Steel studs to be min 2-1/2 in. (64 mm) wide. Studs cut 1/2 in. to 1-1/4 in. (13 to 32 mm) less in length thanassembly height with bottom nesting in and resting on the floor runner and with top nesting in ceiling runner withoutattachment. When slotted ceiling runner (Item 4A1) is used, steel studs secured to slotted ceiling runner with No. 8 by 1/2in. (13 mm) long wafer head steel screws at midheight of slot on each side of wall. Stud spacing not to exceed 24 in.(610 mm) OC.

B1. Light Gauge Framing* -Slotted Studs - Slotted steel stud to be used in conjunction with Light Gauge Framing* -Floorand Ceiling Runners (Item 4A1). Slotted steel studs to be min 2-1/2 in. (64mm) wide. Slotted steel studs cut 1/2 in. to1-1/2 in. (13 to 38 mm) less in length than assembly height with bottom nesting in and secured to both ceiling and floorrunners. Ceiling runner secured to preformed slot within steel stud by means of No. 10 by 3/4 in. (19 mm) long low profilehead steel screw. Floor runner attached to bottom of steel stud by means of No. 8 by 1/2 in. (13 mm) long pan head steelscrew. Slotted steel stud spacing not to exceed 24 in. (610 mm) OC.

STEELER INC - Steeler Slotted Stud

C. Gypsum Board* - Gypsum board sheets installed to a min total 5/8 in. (16 mm) or 1-1/4 in. (31 mm) thickness on eachside of wall for 1 and 2 hr rated assemblies, respectively. Wall to be constructed as specified in the individual U400 orV400 Series Design in the UL Fire Resistance Directory, except that a max 1-1/2 in. (38 mm) gap shall be maintainedbetween the top of the gypsum board and the underside of the steel floor or roof deck. The screws attaching the gypsumboard to the studs along the top of the wall shall be located 1 in. (25 mm) below the bottom of the ceiling runner. Nogypsum board attachment screws shall be driven into the ceiling runner.



RFebruary 28, 2014

2 3HW-D-0456

5. Joint System - Max separation between bottom of floor and top of gypsum board is 3/4 or1-1/2 in. (19 or 38 mm). The jointsystem is designed to accommodate a max 50 or 100 percent compression or extension from its installed width. When Item5A1 is used in lieu of the strips of mineral wool described in Item 5A, the maximum joint width is 3/4 in. (19 mm) andthe movement capabilities are 100% compression or extension. The joint system consists of a forming material and a fillmaterial between the top of the gypsum board and the bottom of the floor, as follows:A. Forming Material* - Min 4 pcf (64 kg/m3) density mineral wool batt insulation cut into strips to fill the gap between the

top of gypsum board and bottom of the floor units. The width of the strips shall be equal to the total thickness of thegypsum board. The strips of mineral wool are compressed 50 percent in thickness and firmly packed into the gapbetween the top of the gypsum board and bottom of the mineral wool batt sections or steel floor units.




ROXUL INC - Safe


A1. Forming Material* - (Not Shown) - As an option to Item 5A, nom 3/16 in. (4.8 mm) thick by 4 in. (102 mm) high jointforming material profile installed on both sides of the wall assembly. Profile installed by first marking a line across the topof the wall 3 in. (76 mm) below the bottom plane of the steel floor or roof deck valleys. Joint profile material positionedwith its top edge against the underside of the floor and with its bottom edge on the line scribed on the wall assembly.Bottom of the joint profile attached to gypsum board with nom 1/2 in. (13 mm) long steel staples spaced not greater than8 in. (203 mm) OC. Adjoining lengths of profile to overlap approx 3/4 in. (19 mm) at shiplapped ends.


B. Fill, Void or Cavity Material* - Sealant - Min 1/8 in. (3.2 mm) wet thickness (min 1/16 in. or 1.6 mm dry thickness)applied to cover forming material (Item 3A) with a min 1/2 in. (13 mm) overlap onto the gypsum board, steel strappingand steel deck on both sides of wall.





RFebruary 28, 2014

3 3HW-D-0456

1. Floor Assembly - The fire-rated fluted steel floor unit/concrete floor assembly shall be constructed of the materials and in themanner described in the individual Floor-Ceiling Design in the Fire Resistance Directory and shall include the followingconstruction features:A. Steel Floor and Form Units* - Max 3 in. (76 mm) deep galv steel fluted floor units.B. Concrete - Min 2-1/2 in. (64 mm) thick reinforced concrete, as measured from the top plane of the floor units.


roof deck.2. Steel Straps - Min 2 in. (51 mm) wide 16 MSG (0.059 in. or 1.5 mm thick) galv steel straps cut to a length to span the flute

and to overlap min 1-1/2 in. (38 mm) on the adjacent valleys of fluted floor units. Straps spaced max 24 in. (610 mm) OC andfastened to floor assembly with 1/4 in. (6 mm) diam by 1-1/2 in. (38 mm) long steel concrete anchors.



RMarch 14, 2014

1 3

Ì76HWDÇ&LÈAOÇ#..,Î

HW-D-0644

1B 3

1A

4B 4C

4A

5B5A

5A2

4D


ANSI/UL2079

Assembly Ratings - 1 and 2 Hr (See Items 1 and 4C)


Class II Movement Capabilities - 25, 50% or 100% Compressionor Extension (See Item 5)



CAN/ULC S115

F Ratings - 1 and 2 Hr (See Items 1 and 4C)

FT Ratings - 1 and 2 Hr (See Items 1 and 4C)

FH Ratings - 1 and 2 Hr (See Items 1 and 4C)

FTH Ratings - 1 and 2 Hr (See Items 1 and 4C)

Nominal Joint Width - 19 mm or 38 mm (See Item 5).

Class II Movement Capabilities - 25, 50% or 100% Compressionor Extension (See Item 5)



3. Forming Material* - Mineral wool batt insulation, nom 4 pcf (64 kg/m3), cut to the shape of the fluted floor units, friction fit tocompletely fill the flutes above the steel straps. Adjacent lengths of batts to be tightly butted with butted seams spaced min 24in. (610 mm) apart along the length of the plugs.IIG MINWOOL L L C - MinWool-1200 Safing



ROXUL INC - SAFE


4. Shaft Wall Assembly - The 1 or 2 hr fire rated shaft wall assembly shall be constructed of the materials and in the mannerdescribed in the individual U400 or V400-Series Wall and Partition Design in the UL Fire Resistance Directory. The wall shallbe installed parallel with the direction of the steel deck, directly beneath steel straps (Item 2), and shall include the followingconstruction features:A. Floor, Wall and Ceiling Runners - "J"-shaped runner, min 2-1/2 in. (64 mm) wide with unequal legs of 1 in. (25 mm)

and 2 in. (51 mm) for max 3/4 in. joints and min 2-1/2 in. (64 mm) wide with unequal legs of 2 in. (44 mm) and 2-1/2 in.(64 mm), fabricated from min 24 MSG galv steel. Runners positioned with short leg toward finished side of wall. Runnersattached to walls and floor with steel fasteners spaced max 24 in. (610 mm) OC. Ceiling runner attached to each steelstrap (Item 2) with two steel screws. As an alternate to the "J"-shaped floor runner, a min 2-1/2 in. (64 mm) wide by 1 or1-1/4 in. (25 or 32 mm) deep channel formed from min 24 MSG galv steel may be used for the floor runner.

A1. Light Gauge Framing* - Slotted Ceiling Track - (Not Shown) - As an alternate to the ceiling runner in Item 2A, slottedceiling track shall consist of galv steel channels with slotted flanges. Slotted ceiling track sized to accommodate steel"C-H" studs (Item 4B). Attached to each steel strap (Item 2) with two steel screws

BRADY CONSTRUCTION INNOVATIONS INC, DBA SLIPTRACK SYSTEMS - SLP-TRK







B. Steel Studs - "C-H"-shaped steel studs to be min 2-1/2 in. (64 mm) wide and formed of min 24 MSG galv steel. Studscut 1/2 to 3/4 in. (13 to 19 mm) less in length than assembly height with bottom nesting in and resting on floor runner andwith top nesting in ceiling runner for max 3/4 in. joints. Studs cut 1-1/2 to 1-3/4 in. (38 to 44 mm) less in length thanassembly height with bottom nesting in and resting on floor runner and with top nesting in ceiling runner for max 1-1/2 in.joints. Studs spaced 24 in. (610 mm) OC. After installation of gypsum board liner panels (Item 4C), studs secured toflange of floor runner on finished side of wall only with No. 6 by 1/2 in. (13 mm) long self-drilling, self-tapping steelscrews. Studs secured to flange of slotted ceiling track on finished side of wall only with No. 8 by 1/2 in. (13 mm) longself-drilling, self-tapping wafer head steel screws at slot midheight.

C. Gypsum Board* - 1 in. (25 mm) thick by 24 in. (610 mm) wide gypsum board liner panels as specified in the individualU400 or V400-Series Wall and Partition Design. Panels cut 1 in. (25 mm) less in length than floor to ceiling height, formax 3/4 in. joints. Gypsum cut 1-1/2 to 1-3/4 in. (38 to 44 mm) less in length than floor to ceiling height for max 1-1/2 in.joints. Vertical edges inserted in "H"-shaped section of "C-H" studs. Free edge of end panels attached to long leg of "J"runner (Item 4AA) with 1-5/8 in. (41 mm) long Type S steel screws spaced max 12 in. (305 mm) OC.

D. Gypsum Board* - Gypsum board sheets, 1/2 or 5/8 in. (13 or 16 mm) thick, applied vertically or horizontally in one ortwo layers on finished side of wall as specified in the individual U400 or V400-Series Wall and Partition Design. A max 1in. (25 mm) gap shall be maintained between the top of the gypsum board and the bottom surface of the concrete floor,for max 3/4 in. joints. A max 1-1-/2 in. (38 mm) gap shall be maintained between the top of the gypsum board and thebottom surface of the concrete floor for max 1-1/2 in. joints. The screws attaching the gypsum board layers to the C-Hstuds shall be located 1 in. (25 mm) below the bottom of the ceiling runner. No gypsum board attachment screws are topenetrate the ceiling runner.



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5. Joint System - Max separation between bottom of floor and top of gypsum board (Item 4D) is 3/4 in. (19 mm). The jointsystem is designed to accommodate a max 25, 50 or 100 percent compression or extension from its installed width. WhenItem 5A1 is used in lieu of the strips of mineral wool described in Item 5A, the movement capabilities are 100%compression or extension. When Item 5C & 5D are used in lieu of the strips of mineral wool described in Item 5A, themovement capabilities are 25% compression or extension. The joint system consists of a forming material and a fillmaterial between the top of the gypsum board and the bottom of the floor, as follows:A. Forming Material* - Min 4 pcf (64 kg/m3) density mineral wool batt insulation cut into strips to fill the gap between the

top of gypsum liner panel and bottom of the ceiling runner or track (Item 4 or 4A). The width of the strips shall be equal tothe total thickness of the gypsum board liner panel. The strips of mineral wool are compressed 50 percent. Strips ofmineral wool batt insulation cut to width of gypsum board layers (Item 4D) and compressed 50 percent in thickness andfirmly packed into the gap between the top of the gypsum board and the bottom of the mineral wool batt sections (Item 3)or steel floor or roof units (Item 1A or 1AA). Strips installed above gypsum board layers on finished side of wall assemblyflush with the wall surface.




ROXUL INC - SAFE


A1. Forming Material* - Nom 3/16 in. (4.8 mm) thick by 4 in. (102 mm) high joint forming material profile installed on bothsides of the wall assembly. Profile installed on the shaft side of the wall by first marking a line across the top of the wall 3in. (76 mm) below the bottom plane of the bottom of the "J" or ceiling runner on the interior surface of the gypsum liner.Joint profile material on shaft side positioned with its top edge against both the underside of the ceiling runner with itsbottom edge on the line scribed on the shaft liner. Profile installed on the finished side of the wall by first marking a lineacross the top of the wall 3 in. (76 mm) below the bottom plane of the mineral wool batt sections (Item 3) or steel floor orroof units (Item 1A or 1AA). Joint profile material on finished side positioned with its top edge against both the undersideof the mineral wool (Item 3) or steel floor or roof units (Item 1A) with its bottom edge on the line scribed on the finishedside of the wall assembly. Bottom of the joint profile attached to gypsum board with nom 1/2 in. (13 mm) long steelstaples spaced not greater than 8 in. (203 mm) OC. Adjoining lengths of profile to overlap approx 3/4 in. (19 mm) atshiplapped ends.


B. Fill, Void or Cavity Material* - Sealant - Min 1/8 in. (3.2 mm) wet thickness (min 1/16 in. or 1.6 mm dry thickness)applied to cover forming material (Item 5A or 5A1) with a min 1/2 in. (13 mm) overlap onto the gypsum board, steelstrapping and steel deck on both sides of wall. Spray applied to cover mineral wool batt insulation on finished side ofwall.


C. Bond Breaker Tape (Optional, Not Shown) - When Item 5D is used, polyethylene tape supplied in rolls. Tape appliedto flanges of slotted ceiling track (Item 2D) to prevent bonding of the sealant at points other than the top and bottom ofthe linear gap.

D. Fill, Void or Cavity Material* - Sealant (Optional, Not Shown) - As an alternate to Item 5A or 5A1, min 1 in. (25 mm)depth of sealant to be installed to fill linear gap between top of gypsum board liner panel (Item 4C) and top inside surfaceof slotted ceiling runner or track (Item 4A or 4A1) prior to installation of gypsum board sheets on finished side of wall.

SPECIFIED TECHNOLOGIES INC - SpecSeal ES Elastomeric Sealant. When sealant is used, the movementcapability of the joint is limited to 25 percent in compression or extension.




RMarch 14, 2014

3 3HW-D-0644

1. Floor Assembly - The fire-rated fluted steel deck/concrete floor assembly shall be constructed of the materials and in themanner described in the individual D700, D800, or D900 Series Floor-Ceiling Design in the UL Fire Resistance Directory andshall include the following construction features:A. Steel Floor and Floor Units* - Max 3 in. (76 mm) deep galv steel fluted floor units.B. Concrete - Min 2-1/2 in. (64 mm) thick reinforced concrete, as measured from the top plane of the floor units.C. Structural Steel Support - (Optional) - Steel beam or open-web steel joist, as specified in the individual D700, D800 or

D900 Series Floor-Ceiling Design, used to support steel floor units. Structural steel support oriented perpendicular to wallassembly.



RMarch 14, 2014

1 4

Ì72HWDÇÂÇÈAOÇ#..}Î

HW-D-0099

3B

3C 1E

1C

2B

2C

2A

1E

1B1A

Section A-A

1C3B

2B3C

2C1D

1A1B

3A 3B

2C

3B

1A

1E

2C

1B1A

3B

3A

Section A-A1B2B2A 2A

2B2C

1B1E

1A

2A2B

A

A

A

A


ANSI/UL2079


Nominal Joint Widths - 3/4 and 1-1/2 In. (See Item 3)

Class II Movement Capabilities - 50% and 100% Compression orExtension (See Item 3)



CAN/ULC S115





Nominal Joint Widths - 3/4 and 1-1/2 In. (See Item 3).

Class II Movement Capabilities - 50% and 100% Compressionor Extension (See Item 3)



D. Steel Lath - Where open-web steel joists pass through the fire rated wall, 3/8 in. (10 mm) diamond mesh expanded steellath having a nom weight of 1.7 to 3.4 lb per sq yd (0.9 to 1.8 kg/m2) shall be secured to one side of each joist with steeltie wire and the lath shall be fully covered with spray applied fire resistive material with no min thickness requirement.

E. Spray-Applied Fire Resistive Material* - After installation of the ceiling runner (Item 2A) or deflection track (Item 3A, ifused), steel floor units and structural steel supports to be sprayed with the thickness of material specified in the individualD700, D800, or D900 Series Design. Material is to be excluded from the flanges of the ceiling runner or deflection track.For D900 Series Designs structural steel supports, steel furring and steel lath only to be sprayed in accordance with thespecifications in the individual D900 Series Design.ISOLATEK INTERNATIONAL - Type 300 or Type II

SOUTHWEST FIREPROOFING PRODUCTS CO - Type 5, Type 5GP

W R GRACE & CO - CONN - Type MK-6/HY, MK-6/HYES, MK-65 and RG.

2. Wall Assembly - The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in themanner described in the individual U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shallinclude the following construction features:A. Steel Floor and Ceiling Runners - Floor and ceiling runners of wall assembly shall consist of galv steel channels sized to

accommodate steel studs (Item 2B). When deflection channel (Item 3A) is used, flange height of ceiling runner is to beequal to or greater than flange height of deflection channel and the ceiling runner is to nest within the deflection channelwith a 1/2 in. (13 mm) to 3/4 in. (19 mm) gap maintained between the top of the ceiling runner and the top of the deflectionchannel. When deflection channel is not used, flange height of ceiling runner shall be min 1/4 in. (6 mm) greater than maxextended joint width. Ceiling runner is secured to steel floor units prior to the application of the sprayed-applied fireresistive material with steel masonry anchors or welds spaced max 24 in. (610 mm) OC. Ceiling runner or deflectionchannel to be centered beneath and parallel with valley of steel floor unit. A clearance of 1 in. (25 mm) shall be maintainedbetween the end of the ceiling runner or deflection channel and the spray applied fire resistive material on the structuralsteel support members.

A1. Light Gauge Framing* - Slotted Ceiling Runner - As an alternate to the ceiling runner in Item 2A, ceiling runner toconsist of galv steel channel with slotted flanges sized to accommodate steel studs (Item 2B). Ceiling runner installedparallel to direction of fluted steel deck, centered beneath valley, prior to the application of the sprayed-applied fireresistive material and secured with steel masonry anchors spaced max 24 in. (610 mm) OC. When slotted ceiling runner isused, deflection channel (Item 3A) shall not be used.






QUAIL RUN BUILDING MATERIALS INC - Slotted Deflection Track





A2. Light Gauge Framing* - Notched Ceiling Runner - As an alternate to the ceiling runners in Items 2A through 2A2,notched ceiling runners to consist of C-shaped galv steel channel with notched return flanges sized to accommodate steelstuds (Item 2B). Notched ceiling runner installed parallel to direction of fluted steel deck, centered beneath valley, prior tothe application of the sprayed-applied fire resistive material and secured with steel masonry anchors spaced max 24 in.OC. When notched ceiling runner is used, deflection channel (Item 3A) shall not be used.

OLMAR SUPPLY INC - Type SCR



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A3. Light Gauge Framing* - Slotted Ceiling Runner - As an alternate to the ceiling runners in Items 2A through 2A3, slottedceiling runner to consist of galv steel channel with 3-1/4 in. (83 mm) high slotted flanges sized to accommodate steel studs(Item 2B). Ceiling runner installed perpendicular to direction of fluted steel floor or roof deck and secured to valleys withsteel fasteners spaced max 24 in. (610 mm) OC. When slotted ceiling runner is used, deflection channel (Item 3A) shallnot be used.

BRADY CONSTRUCTION INNOVATIONS INC, DBA SLIPTRACK SYSTEMS - SLPTRK325

B. Studs - Steel studs to be min 3-1/2 in. (89 mm) wide. Studs cut 1/2 in. to 1-1/4 in. (19 to 32 mm) less in length thanassembly height with bottom nesting in and secured to floor runner. When slotted ceiling runner (Item 2A1) is used, steelstuds secured to slotted ceiling runner with No. 8 by 1/2 (13 mm) long wafer head steel screws at midheight of slot oneach side of wall. When deflection channel (Item 3A) is used, steel studs attached to ceiling runner (Item 2A) with sheetmetal screws located 1/2 in. (13 mm) below the bottom of the deflection channel. When deflection channel is not used,studs to nest in ceiling runner without attachment. A framed opening shall be constructed around each structural steelsupport member. A min clearance of 1 in. (25 mm) to a maximum clearance of 3 in. (76 mm) shall be maintained betweenthe framing and the spray applied fire resistive material on the two sides of the structural support member. The clearancebetween the framing and the spray applied fire resistive material on the bottom of the structural steel support member shallbe max 1 in. (25 mm).

B1. Light Gauge Framing* -Slotted Studs - Slotted steel stud to be used in conjunction with Light Gauge Framing* -Floorand Ceiling Runners (Item 2A1). Slotted steel studs to be min 3-1/2 in. (89 mm) wide. Slotted steel studs cut 1/2 in. to1-1/4 in. (13 to 32 mm) less in length than assembly height with bottom nesting in and secured to both ceiling and floorrunners. Ceiling runner secured to preformed slot within steel stud by means of No. 10 by 3/4 in. (19 mm) long low profilehead steel screw. Floor runner attached to bottom of steel stud by means of No. 8 by 1/2 in. (13 mm) long pan head steelscrew. Slotted steel stud spacing not to exceed 24 in. (610 mm) OC.

STEELER INC - Steeler Slotted Stud

C. Gypsum Board* - Gypsum board sheets installed to a min total 5/8 in. (16 mm) or 1-1/4 in. (32 mm) thickness on eachside of wall for 1 and 2 hr fire rated assemblies, respectively. Wall to be constructed in the individual U400 or V400 SeriesDesign in the UL Fire Resistance Directory, except that a max 1 in. (25 mm) gap shall be maintained between the top ofthe gypsum board and the bottom plane of the steel floor units and between the top edge of the gypsum board and thespray applied fire resistive material on the structural steel support member. The screws attaching the gypsum board to thestuds along the top of the wall shall be located 1 in. (25 mm) below the bottom of the ceiling runner. No gypsum boardattachment screws shall be driven into the ceiling runner or into the optional deflection channel.The hourly fire rating of the joint system is equal to the hourly fire rating of the wall.

3. Joint System - Max separation between bottom plane of steel floor unit and top of gypsum board (at time ofinstallation of joint system) is 3/4 or 1-1/2 in. (19 or 38 mm). Max separation between spray applied fire resistivematerial on bottom of structural support member and framed opening in top of wall is 3/4 or 1 in. (19 or 25 mm). Thejoint system is designed to accommodate a max 50 or 100 percent compression or extension from its installed widthas measured between bottom plane of steel floor unit and top of gypsum board. When Item 3B1 is used in lieu of thestrips of mineral wool described in Item 3B and Items 1C, 1D, and 1E are omitted, the maximum joint width is 3/4 in.(19 mm) and the movement capabilities are 100% compression or extension. The joint system shall consist of forming andfill materials, with or without a deflection channel (Item 3A), as follows:A. Deflection Channel - (Optional, Not Shown) - Max 2 in. (51 mm) deep min 24 gauge galv steel channel sized to

accommodate ceiling runner (Item 2A). Deflection channel installed parallel to direction of fluted steel deck, centeredbeneath valley, prior to the application of the sprayed-applied fire resistive material and secured with steel masonryanchors or welds spaced max 24 in. (610 mm) OC. The ceiling runner (Item 2A) is installed within the deflection channel tomaintain a 1/2 in. to 3/4 in. (13 to 19 mm) gap between the top of the ceiling runner and the top of the deflection channel.A clearance of 1 in. (25 mm) shall be maintained between the end of the deflection channel and the spray applied fireresistive material on the structural steel support members. The ceiling runner nests inside the deflection channel withoutattachment.



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B. Forming Material* - Nom 4 pcf (64 kg/m3) mineral wool batt insulation cut to a length approx 1 in. (25 mm) longer thanoverall thickness of wall and inserted edge-first into the spaces between the spray applied fire resistive material on thestructural steel member and the framed notch at the top of the wall. The thickness of forming material shall be sufficient toattain a min compression of 20 percent between the sides of the framed notch and the protected structural steel memberand a min compression of 33 percent between the bottom of the framed notch and the bottom of the protected structuralsteel member. The mineral wool batt insulation is to be additionally compressed in the length direction such that it is flushwith the gypsum board surface on both sides of the wall. Additional sections of mineral wool batt insulation arecompressed 50 percent in thickness and are installed cut edge first to completely fill the gap above the top of the gypsumboard. The forming material shall be installed flush with both surfaces of wall.




ROXUL INC - SAFE


B1. Forming Material* - (Not Shown) - As an option to the strips of mineral wool specified under Item 3B, nom 3/16 in. (4.8mm) thick by 4 in. (102 mm) high joint forming material profile installed on both sides of the wall assembly. Profile installedby first marking a line across the top of the wall 3 in. (76 mm) below the bottom plane of the steel floor or roof deck valleys.Joint profile material positioned with its top edge against both the underside of the spray-applied fire-resistive material withits bottom edge on the line scribed on the wall assembly. Bottom of the joint profile attached to gypsum board with nom 1/2in. (13 mm) long steel staples spaced not greater than 8 in. (203 mm) OC. Adjoining lengths of profile to overlap approx3/4 in. (19 mm) at shiplapped ends.


C. Fill, Void or Cavity Material* - Sealant - Min 1/8 in. (3.2 mm) wet thickness or 1/16 in. (1.6 mm) dry thickness of fillmaterial spray applied over the forming material on each side of the wall. Fill material to overlap a min of 1/2 in. (13 mm)onto the gypsum board and a min 2 in. (51 mm) onto the spray applied material on the steel floor unit and on the structuralsteel support member on both sides of wall. Overlap onto the steel floor units may be decreased to 1/2 in. (13 mm) whenspray applied material is omitted.





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1. Floor Assembly - The fire-rated fluted steel deck/concrete floor assembly shall be constructed of the materials and in themanner described in the individual D700, D800, or D900 Series Floor-Ceiling Design in the UL Fire Resistance Directory. Thehourly fire rating of the floor assembly shall be equal to or greater than the hourly fire rating of the wall assembly. The floorassembly shall include the following construction features:A. Steel Floor and Floor Units* - Max 3 in. (76 mm) deep galv steel fluted floor units.B. Concrete - Min 2-1/2 in. (64 mm) thick reinforced concrete, as measured from the top plane of the floor units.C. Structural Steel Support - Steel beam or open-web steel joist, as specified in the individual D700, D800, or D900

Series Floor-Ceiling Design, used to support steel floor units. Structural steel support oriented parallel to and 1 to 6 in.(25 to 152 mm) from wall assembly.

D. Steel Lath - When structural steel support (Item 1C) consists of open-web steel joists, 3/8 in. (10 mm) diamond meshexpanded steel lath having a nom weight of 1.7 to 3.4 lb per sq yd (0.9 to 1.8 kg/m2) shall be installed to completelycover one side of each joist which is located within 6 in. (152 mm) of wall assembly. The lath shall be secured with steeltie wire and shall be fully covered with spray applied fire resistive material.



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ANSI/UL2079


Nominal Joint Width - 1-1/2 In.

Class II Movement Capabilities - 12.5% or 50% Compression orExtension (See Item 3)



CAN/ULC S115





Nominal Joint Width - 1-1/2 In.

Class II Movement Capabilities - 12.5% or 50% Compression orExtension (See Item 3)



E. Spray-Applied Fire Resistive Material* - After installation of the ceiling runner (Item 2A) or deflection track (Item 3A, ifused), steel floor units and structural steel supports to be sprayed with the thickness of material specified in the individualD700, D800, or D900 Series Design. The flutes of the steel floor units above the structural steel supports and above theceiling runner (Item 2A) or deflection channel (Item 3A) shall be filled with spray-applied fire resistive material. As analternate, the spray-applied fire resistive material in the flutes above the ceiling runner may be applied to follow thecontour of the steel floor units. Excess material shall be removed from the flanges of the ceiling runner or deflection trackbeyond the required thickness of spray-applied fire resistive material on the steel floor units. For D900 Series Designsstructural steel supports, steel furring and steel lath only to be sprayed in accordance with the specifications in theindividual D900 Series Design.ISOLATEK INTERNATIONAL - Type 300 or Type II


1A. Roof Assembly - (Not Shown) - As an alternate to the floor assembly (Item 1), a fire rated fluted steel deck roof assemblymay be used. The roof assembly shall be constructed of the materials and in the manner described in the individual P700 orP800 Series Roof-Ceiling Design in the UL Fire Resistance Directory. The hourly fire rating of the roof assembly shall beequal to or greater than the hourly fire rating of the wall assembly. The roof assembly shall include the following constructionfeatures:A. Steel Roof Deck - Max 3 in. (76 mm) deep galv steel fluted roof deck.B. Roof Insulation - Mineral and Fiber Board* - Min 3/4 in. (19 mm) thick boards applied in one or more layers directly

over steel roof deck or over gypsum board sheathing laid atop steel roof deck.C. Roof Covering* - Hot-mopped or cold-application materials compatible with mineral and fiber board insulation.D. Structural Steel Support - Steel beam or open-web steel joist, as specified in the individual P700 or P800 Series

Roof-Ceiling Design, used to support steel floor units. Structural steel support oriented parallel to and 1 in. to 6 in. (25 to152 mm) from wall assembly.

E. Steel Lath - When structural steel support (Item 1D) consists of open-web steel joists, 3/8 in. (10 mm) diamond meshexpanded steel lath having a nom weight of 1.7 to 3.4 lb per sq yd (0.9 to 1.8 kg/m2) shall be installed to completelycover one side of each joist which is located within 6 in. (152 mm) of wall assembly. The lath shall be secured with steeltie wire and shall be fully covered with spray applied fire resistive material.

F. Spray-Applied Fire Resistive Material* - After installation of the ceiling runner (Item 2A) or deflection track (Item 3A, ifused), steel roof deck and structural steel supports to be sprayed with a thickness of spray applied fire resistive materialas specified in the individual P700 or P800, or P900 Series Roof-Ceiling design. The flutes of the steel deck above thestructural steel supports and above the ceiling runner (Item 2A) or deflection channel (Item 3A) shall be filled withspray-applied fire resistive material. As an alternate, the spray-applied fire resistive material in the flutes above theceiling runner may be applied to follow the contour of the steel roof deck. Excess material shall be removed from theflanges of the ceiling runner or deflection track beyond the required thickness of spray-applied fire resistive material onthe steel roof deck. For P900 Series Designs structural steel supports, steel furring and steel lath only to be sprayed inaccordance with the specifications in the individual P900 Series Design.

ISOLATEK INTERNATIONAL - Type 300 or Type II


2. Wall Assembly - The 1 or 2 hr fire rated gypsum board/steel stud wall assembly shall be constructed of the materials and inthe manner described in the individual U400, V400 or W400 Series Wall and Partition Design in the UL Fire ResistanceDirectory and shall include the following construction features:A. Steel Floor and Ceiling Runners - Floor and ceiling runners of wall assembly shall consist of galv steel channels sized

to accommodate steel studs (Item 2B). Ceiling runner to be provided with min 2 in. (51 mm) to max 3 in. (76 mm)flanges. When deflection channel (Item 3A) is used, flange height of ceiling runner is to be equal to or greater than flangeheight of deflection channel and the ceiling runner is to nest within the deflection channel with a 1/2 in. (13 mm) to 1-1/4in. (32 mm) gap maintained between the top of the ceiling runner and the top of the deflection channel. When deflectionchannel is not used, flange height of ceiling runner shall be min 1/4 in. (6 mm) greater than max extended joint width andceiling runner is secured to steel floor units (Item 1A) with steel fasteners or welds spaced max 24 in. (610 mm) OC.Ceiling runner or deflection track to be installed parallel with structural steel support and located such that a maxclearance of 6 in. (152 mm) is present between the finished wall and the spray-applied fire resistive material at thelowest elevation of the structural steel support.



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A1. Light Gauge Framing* - Slotted Ceiling Runner - As an alternate to the ceiling runner in Item 2A, ceiling runner toconsist of galv steel channel with slotted flanges sized to accommodate steel studs (Item 2B). Ceiling runner secured tovalleys with steel fasteners spaced max 24 in. (610 mm) OC. When slotted ceiling runner is used, deflection channel(Item 3A) shall not be used.





A2. Light Gauge Framing* - Clipped Ceiling Runner - As an alternate to the ceiling runner in Items 2A and 2A1, clippedrunner to consist of galv steel channel with clips preformed in track flanges which positively engage the inside flange ofthe steel studs (Item 2B). Track sized to accommodate steel studs (Item 2B). Track flanges to be min 2-1/2 in. (64 mm).Clipped ceiling runner secured with steel fasteners spaced max 24 in. (610 mm) OC. When clipped ceiling runner isused, deflection channel (Item 3A) shall not be used.

TOTAL STEEL SOLUTIONS L L C - Snap Trak

B. Studs - Steel studs to be min 3-1/2 in. (89 mm) wide. Studs cut 1/2 in. to 1-1/4 in. (13 to 32 mm) less in length thanassembly height with bottom nesting in and secured to floor runner. When slotted ceiling runner (Item 2A1) is used, steelstuds secured to slotted ceiling runner with No. 8 by 1/2 (13 mm) long wafer head steel screws at midheight of slot oneach side of wall. When deflection channel (Item 3A) is used, steel studs attached to ceiling runner (Item 2A) with sheetmetal screws located 1/2 in. (13 mm) below the bottom of the deflection channel. When deflection channel is not used,studs to nest in ceiling runner without attachment.

C. Gypsum Board* - Gypsum board sheets installed to a min total 5/8 in. (16 mm) or 1-1/4 in. (32 mm) thickness on eachside of wall for 1 and 2 hr fire rated assemblies, respectively. Wall to be constructed as specified in the individual U400or V400 Series Design in the UL Fire Resistance Directory except that a max 1 in. (25 mm) gap shall be maintainedbetween the top of the gypsum board and the bottom plane of the spray applied fire resistive material on the steel deck.on both sides of the wall assembly. The screws attaching the gypsum board to the studs along the top of the wall shallbe located 1 in. (25 mm) below the bottom of the ceiling runner. No gypsum board attachment screws shall be driven intothe ceiling runner or into the optional deflection channel. Where the top of the wall assembly is inaccessible above thelowest elevation of the structural steel support, the gypsum board attachment screws may be omitted.

The hourly fire rating of the joint system is equal to the hourly fire rating of the wall.A3. Light Gauge Framing* - Slotted Ceiling Runner - As an alternate to the ceiling runner in Item 2A, slotted ceiling runner

to consist of galv steel channel with slotted flanges, sized to accommodate steel studs (Item 2B). Slotted ceiling runnerinstalled perpendicular to direction of fluted steel deck and secured to steel deck valleys with steel masonry anchorsspaced max 24 in. (610 mm) OC. When slotted ceiling runner is used, deflection channel shall not be used.


3. Joint System - Max vertical separation between bottom plane of steel floor unit and top of gypsum board (at time ofinstallation of joint system) is 1-1/2 in. (38 mm). Max horizontal separation between spray applied fire resistivematerial on structural support member and surface of wall is 6 in. (152 mm). The joint system is designed toaccommodate a max 12.5 or 50 percent compression or extension from its installed width as measured between thebottom plane of the spray-applied fire resistive material on the steel floor unit and the top of the gypsum board. Themovement capabilities are dependent on the horizontal separation between the spray applied fire resistive materialon the structural support member and the surface of the wall. The joint will accommodate max 12. 5 percentcompression or extension when the horizontal separation between the spray applied fire resistive material on thestructural support member and the surface of the wall is max 3 in. (76 mm). The joint will accommodate max 50percent compression or extension when the horizontal separation between the spray applied fire resistive materialon the structural support member and the surface of the wall is greater than 3 in. (76 mm) up to a max of 6 in. (152mm). The joint system shall consist of forming and fill materials, with or without a deflection channel (Item 3A), as follows:A. Deflection Channel - (Optional, Not Shown) - Max 2 in. (51 mm) deep min 24 gauge galv steel channel sized to

accommodate ceiling runner (Item 2A). Deflection channel to be installed parallel with structural steel support andlocated such that a max clearance of 4 in. (102 mm) is present between the finished wall and the spray-applied fireresistive material at the lowest elevation of the structural steel support. Deflection channel secured to steel floor unitswith steel fasteners or welds spaced max 24 in. (610 mm) OC. The ceiling runner (Item 2A) is installed within thedeflection channel to maintain a 1/2 in. to 1-1/4 in. (13 to 32 mm) gap between the top of the ceiling runner and the top ofthe deflection channel. The ceiling runner nests inside the deflection channel without attachment.



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B. Forming Material* - Nom 4 pcf (64 kg/m3) density mineral wool batt insulation. Sections of mineral wool batt cut to awidth of 4 in. (102 mm) and stacked to attain a thickness which is 50 percent greater than the width of the linear gapbetween the spray applied fire resistive material on the structural steel member and the surface of the wall assembly.Stacked sections of mineral wool compressed 33 percent in thickness and installed cut edge first into linear gap until thebottom edge is flush with the bottom surface of the spray applied fire resistive material on the structural steel member.When the spray-applied fire resistive material in the flutes above the wall follows the contour of the steel deck, sectionsof mineral wool batt cut to the shape of the fluted deck and stacked to a min 6 in. (152 mm) thickness shall be installed inthe flutes of the steel floor or roof deck between the top of the deflection channel and the spray-applied fire resistivematerial. The mineral wool batt insulation is to be installed flush with the gypsum board surface on the side of the wallopposite the structural steel support. Additional sections of mineral wool batt insulation are compressed 50 percent inthickness and are installed cut edge first to completely fill the gap above the top of the gypsum board.




ROXUL INC - SAFE


C. Fill, Void or Cavity Material* - Sealant - Min 1/8 in. (3.2 mm) wet thickness (min 1/16 in. or 1.6 mm dry thickness) of fillmaterial spray applied over the forming material on each side of the wall. Fill material to overlap a min of 1/2 in. (13 mm)onto the gypsum board and a min 2 in. (51 mm) onto the spray applied material (Item 1E or 1AE) on the steel floor unitor on the structural steel support member on each side of the wall. Overlap onto the steel floor or roof units may bedecreased to 1/2 in. (13 mm) when spray applied material is omitted.





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1. Floor Assembly - The fire-rated fluted steel deck/concrete floor assembly shall be constructed of the materials and in themanner described in the individual D700, D800, or D900 Series Floor-Ceiling Design in the UL Fire Resistance Directory. Thehourly fire rating of the floor assembly shall be equal to or greater than the hourly fire rating of the wall assembly. The floorassembly shall include the following construction features:A. Steel Floor And Floor Units* - Max 3 in. (76 mm) deep galv steel fluted floor units.B. Concrete - Min 2-1/2 in. (64 mm) thick reinforced concrete, as measured from the top plane of the floor units.C. Structural Steel Support - Steel beam or open-web steel joist, as specified in the individual D700, D800 or D900 Series

Floor-Ceiling Design, used to support steel floor units. Structural steel support oriented parallel to and 1 to 6 in. (25 to 152mm) from wall assembly.

D. Steel Lath - When structural steel support (Item 1C) consists of open-web steel joists, 3/8 in. (10 mm) diamond meshexpanded steel lath having a nom weight of 1.7 to 3.4 lb per sq yd (0.9 to 1.8 kg/m2) shall be installed to completely coverone side of each joist which is located within 6 in. (152 mm) of wall assembly. The lath shall be secured with steel tie wireand shall be fully covered with spray applied fire resistive material.



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3B

A

3A

1C

2B

2C

1B1A A

Section A-A

1D

1E3B

3B

3A3C

1B1A

2A

2D


ANSI/UL2079

Assembly Rating - 1 and 2 Hr (See Item 2)

Nominal Joint Width - 1 In.

Class II or III Movement Capabilities - 12.5% Compression orExtension

L Rating At Ambient - Less Than 1 CFM/lin ft

L Rating At 400 F - Less Than 1 CFM/lin ft

CAN/ULC S115

FT Rating - 1 and 2 Hr (See Item 2)

FH Rating - 1 and 2 Hr (See Item 2)


FTH Rating - 1 and 2 Hr (See Item 2)

Nominal Joint Width - 25 mm

Class II or III Movement Capabilities - 12.5% Compression orExtension

L Rating At Ambient - Less Than 1 CFM/lin ft

L Rating At 400 F - Less Than 1 CFM/lin ft

E. Spray-Applied Fire Resistive Material* - After installation of the ceiling runner (Item 2A or 2A1), steel floor units andstructural steel supports to be sprayed with the thickness of material specified in the individual D700, D800, or D900Series Design. The flutes of the steel floor units above the structural steel supports and above the ceiling runner (Item 2Aor 2A1) shall be filled with spray-applied fire resistive material. As an alternate, the spray-applied fire resistive material inthe flutes above the ceiling runner may be applied to follow the contour of the steel floor units.ISOLATEK INTERNATIONAL - Type 300 or Type II


1A. Roof Assembly - (Not Shown) - As an alternate to the floor assembly (Item 1), a fire rated fluted steel deck roof assemblymay be used. The roof assembly shall be constructed of the materials and in the manner described in the individual P700,P800 or P900 Series Roof-Ceiling Design in the UL Fire Resistance Directory. The hourly fire rating of the roof assembly shallbe equal to or greater than the hourly fire rating of the wall assembly. The roof assembly shall include the followingconstruction features:A. Steel Roof Deck - Max 3 in. (76 mm) deep galv steel fluted roof deck.B. Roof Insulation - Mineral and Fiber Board* - Min 3/4 in. (19 mm) thick boards applied in one or more layers directly over

steel roof deck or over gypsum board sheathing laid atop steel roof deck.C. Roof Covering* - Hot-mopped or cold-application materials compatible with mineral and fiber board insulation.D. Structural Steel Support - Steel beam or open-web steel joist, as specified in the individual P700, P800 or P900 Series

Roof-Ceiling Design, used to support steel floor units. Structural steel support oriented parallel to and 1 in. to 6 in. (25 to152 mm) from wall assembly.

E. Steel Lath - When structural steel support (Item 1D) consists of open-web steel joists, 3/8 in. (10 mm) diamond meshexpanded steel lath having a nom weight of 1.7 to 3.4 lb per sq yd (0.9 to 1.8 kg/m2) shall be installed to completely coverone side of each joist which is located within 6 in. (152 mm) of wall assembly. The lath shall be secured with steel tie wireand shall be fully covered with spray applied fire resistive material.

F. Spray-Applied Fire Resistive Material* - After installation of the ceiling runner (Item 2A or 2A1), steel roof deck andstructural steel supports to be sprayed with a thickness of spray applied fire resistive material as specified in the individualP700, P800 or P900 Series Roof-Ceiling design. The flutes of the steel deck above the structural steel supports and abovethe ceiling runner (Item 2A or 2A1) shall be filled with spray-applied fire resistive material. As an alternate, thespray-applied fire resistive material in the flutes above the ceiling runner may be applied to follow the contour of the steelroof deck. Excess material shall be removed from the flanges of the ceiling runner or deflection track beyond the requiredthickness of spray-applied fire resistive material on the steel roof deck.



2. Shaft Wall Assembly - The 1 or 2 hr fire rated shaft wall assembly shall be constructed of the materials and in the mannerdescribed in the individual U400, V400 or W400 Series Wall and Partition Design in the UL Fire Resistance Directory. Thewall shall include the following construction features:A. Floor, Wall and Ceiling Runners - "J"-shaped runner, min 2-1/2 in. (64 mm) wide with unequal legs of 1 in. (25 mm) and

2 in. (51 mm), fabricated from min 24 MSG galv steel. Runners positioned with short leg toward finished side of wall.Runners attached to ceiling, walls and floor with steel fasteners spaced max 24 in. (610 mm) OC. As an alternate to the"J"-shaped runner, a min 2-1/2 in. (64 mm) wide by 1 or 1-1/4 in. (25 or 32 mm) deep channel formed from min 24 MSGgalv steel may be used for the floor runner.

B. Steel Studs - "C-H"-shaped steel studs to be min 2-1/2 in. (64 mm) wide and formed of min 24 MSG galv steel. Studs cut1/2 to 3/4 in. (13 to 19 mm) less in length than assembly height with bottom nesting in and resting on floor runner and withtop nesting in ceiling runner. Studs spaced 24 in. (610 mm) OC. After installation of gypsum board liner panels (Item 2D),studs secured to flange of floor runner on finished side of wall only with No. 6 by 1/2 in. (13 mm) long self-drilling,self-tapping steel screws.

C. Gypsum Board* - 1 in. (25 mm) thick by 24 in. (610 mm) wide gypsum board liner panels as specified in the individualU400 or V400 Series Wall and Partition Design. Panels cut 1 in. (25 mm) less in length than floor to ceiling height. Verticaledges inserted in "H"-shaped section of "C-H" studs. Free edge of end panels attached to long leg of "J" wall runner (Item2A) with 1-5/8 in. (41 mm) long Type S steel screws spaced max 12 in. (305 mm) OC.

D. Gypsum Board* - Gypsum board sheets, 1/2 or 5/8 in. (13 or 16 mm) thick, applied vertically or horizontally in one or twolayers on finished side of wall as specified in the individual U400 or V400-Series Wall and Partition Design. A max 1/2 in.(13 mm) gap shall be maintained between the top of the gypsum board and the spray-applied fire resistive material on theunderside of the steel deck.

The ratings of the joint system are equal to the rating of the wall assembly.



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3. Joint System - Max separation between bottom plane of steel floor unit and top of gypsum board liner panel (Item2D) at time of installation of joint system is 1 in. (25 mm). Max separation between spray applied fire resistivematerial on structural support member and surface of wall is 4 in. (102 mm). The joint system is designed toaccommodate a max 12.5 percent compression or extension from its installed width as measured between thebottom plane of the steel floor unit and the top of the gypsum board liner panel. The joint system shall consist offorming and fill materials, as follows:A. Forming Material* - Nom 4 pcf (64 kg/m3) density mineral wool batt insulation. Nom 1 in. (25 mm) wide strips of mineral

wool batt insulation compressed min 50 percent in thickness and inserted cut-edge first into gap above top of gypsum linerpanels prior to installation of gypsum board on finished side of wall. Sections of mineral wool batt cut to a width of 4 in.(102 mm) and stacked to attain a thickness which is 50 percent greater than the width of the linear gap between the sprayapplied fire resistive material on the structural steel member and the finished side of the shaft wall assembly. Stackedsections of mineral wool compressed minimum 33 percent in thickness and installed cut edge first into linear gap until thebottom edge is flush with the bottom surface of the spray applied fire resistive material on the structural steel member.When the spray-applied fire resistive material in the flutes above the wall follows the contour of the steel deck, sections ofmineral wool batt cut to the shape of the fluted deck and stacked to a min 6 in. (152 mm) thickness shall be installed in theflutes of the steel floor or roof deck between the top of the ceiling runner and the spray-applied fire resistive material. Themineral wool batt insulation is to be installed flush with the gypsum board surface on the side of the wall opposite thestructural steel support.




ROXUL INC - SAFE


B. Fill, Void or Cavity Material* - Sealant - Min 1/8 in. (3.2 mm) wet thickness or 1/16 in. (1.6 mm) dry thickness of fillmaterial spray applied over the forming material in the linear gap above the gypsum liner panels and on the on theunderside of the forming material between the structural steel support member on the finished side of the wall. Fill materialto overlap a min of 1/2 in. (13 mm) onto the gypsum board and inside of the ceiling runner and a min of 2 in. (51 mm) ontothe spray applied material on the structural steel support member.





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1. Floor Assembly - The fire-rated fluted steel deck/concrete floor assembly shall be constructed of the materials and in themanner described in the individual D700, D800, or D900 Series Floor-Ceiling Design in the UL Fire Resistance Directory andshall include the following construction features:A. Steel Floor And Floor Units* - Max 3 in. (76 mm) deep galv steel fluted floor units.B. Concrete - Min 2-1/2 in. (64 mm) thick reinforced concrete, as measured from the top plane of the floor units.C. Structural Steel Support - Steel beam, as specified in the individual D700, D800, or D900 Series Floor-Ceiling Design,

used to support steel floor units. Steel beam centered over and parallel with wall assembly.



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HW-D-0252

Section A-A2D

3C 3B 2B

1D

1B

1A1C

1C

2B

1D

A

A


ANSI/UL2079


Nominal Joint Width - 3/4 or 1-1/2 in. (See Item 3).

Class II Movement Capabilities - 50% or 100 % Compression orExtension (See Item 3)



CAN/ULC S115



FH Ratings- 1 and 2 Hr (See Item 1)


Nominal Joint Width - 3/4 or 1-1/2 in. (See Item 3)

Class II Movement Capabilities - 50% or 100 % Compression orExtension (See Item 3)



D. Spray-Applied Fire Resistive Material* - After installation of the steel attachment clips (Item 2B), steel floor units andstructural steel support to be sprayed with the min thickness of material specified in the individual D700, D800, or D900Series Design. The flutes of the steel floor units are to be filled with material across the entire top flange of the steel beam.Additional material shall be applied to the web of the steel beam on each side of the wall. For a 1 hr AssemblyRating, the thickness of material applied to each side of the steel beam web shall be 13/16 in. (21 mm). For a 2 hrAssembly Rating, the thickness of material applied to each side of the steel beam web shall be 1-3/8 in. (35 mm).SOUTHWEST FIREPROOFING PRODUCTS CO - Type 5, Type 5GP

W R GRACE & CO - CONN - Type MK-6/HY

D1. Spray-Applied Fire Resistive Material* - After installation of the steel attachment clips (Item 2B), steel floor units andstructural steel support to be sprayed with the min thickness of material specified in the individual D700, D800, or D900Series Design. The flutes of the steel floor units are to be filled with material across the entire top flange of the steel beam.Additional material shall be applied to the web of the steel beam on each side of the wall. For a 1 hr AssemblyRating, the thickness of material applied to each side of the steel beam web shall be 11/16 in. (18 mm). For a 2 hrAssembly Rating, the thickness of material applied to each side of the steel beam web shall be 1-1/2 in. (38 mm).ISOLATEK INTERNATIONAL - Type 300 or Type II

2. Wall Assembly - The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in themanner described in the individual U400, V400 or W400 Series Wall and Partition Design in the UL Fire Resistance Directoryand shall include the following construction features:A. Steel Floor and Ceiling Runners - Floor and ceiling runners of wall assembly shall consist of galv steel channels sized to

accommodate steel studs (Item 2B). Ceiling runner to be provided with min 1-1/4 in. (32 mm) to max 2 in. (51 mm) flanges.When deflection channel (Item 3A) is used, flange height of ceiling runner is to be equal to or greater than flange height ofdeflection channel and the ceiling runner is to nest within the deflection channel with a 1/2 in. (13 mm) to 3/4 in. (19 mm)gap maintained between the top of the ceiling runner and the top of the deflection channel. When deflection channel is notused, flange height of ceiling runner shall be min 1/4 in. (6 mm) greater than max extended joint width and ceiling runner issecured to steel beam (Item 1A) with steel attachment clips (Item 2B) spaced max 24 in. (610 mm) OC. Ceiling runner ordeflection channel to be centered beneath and parallel with bottom flange of steel beam. A clearance equal to the requiredthickness of spray-applied fireproofing material (Item 1D) shall be maintained between the top of the ceiling runner ordeflection channel and the bottom flange of the steel beam.

A1. Light Gauge Framing* - Slotted Ceiling Runner - Slotted ceiling runner may be used as an alternate to the ceilingrunner in Item 2A. Slotted ceiling runner to consist of galv steel channel with slotted flanges sized to accommodate steelstuds (Item 2C). Ceiling runner is secured to steel beam (Item 1A) with steel attachment clips (Item 2B) spaced max 24 in.(610 mm) OC. Slotted ceiling runner to be centered beneath and parallel with bottom flange of steel beam. A clearanceequal to the required thickness of spray-applied fireproofing material (Item 1D) shall be maintained between the top of theslotted ceiling runner and the bottom flange of the steel beam. When slotted ceiling runner is used, deflection channel(Item 3A) shall not be used.







B. Steel Attachment Clips - Z-shaped clips formed from 1 in. (25 mm) wide strips of min 20 ga galv steel. Clips to be sizedto extend through the thickness of the spray-applied fire-resistive material on the bottom flange of the steel beam with 2 in.(51 mm) long upper and lower legs. Legs of clips fastened to bottom of beam (prior to application of spray-appliedfire-resistive materials) and top of ceiling runner (or deflection channel) with steel fasteners or welds. Clips spaced max 16in. (406 mm) OC.

C. Studs - Steel studs to be min 3-1/2 in. (89 mm) wide. Studs cut 1/2 in. (13 mm) to 1-1/4 in. (32 mm) less in length thanassembly height with bottom nesting in and secured to floor runner. When deflection channel (Item 3A) is used, steel studsattached to ceiling runner (Item 2A) with sheet metal screws located 1/2 in. (13 mm) below the bottom of the deflectionchannel. When deflection channel is not used, studs to nest in ceiling runner without attachment.



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D. Gypsum Board* - Gypsum board sheets installed to a min total 5/8 in. (16 mm) or 1-1/4 in. (32 mm) thickness on eachside of wall for 1 and 2 hr fire rated assemblies, respectively. Wall to be constructed in accordance with the individualU400 or V400 Series Design in the UL Fire Resistance Directory, except that a max 1 in. (25 mm) high gap shall bemaintained between the top of the gypsum board and the bottom plane of the spray applied fire resistive material on thestructural steel support member. The screws attaching the gypsum board to the studs along the top of the wall shall belocated 1 in. (25 mm) below the bottom of the ceiling runner. No gypsum board attachment screws shall be driven into theceiling runner or into the optional deflection channel.

The hourly fire rating of the joint system is equal to the hourly fire rating of the wall.3. Joint System - Max separation between spray applied fire resistive material on bottom of structural support member

and top of gypsum board (at time of installation of joint system) is 3/4 or 1-1/2 in. (19 or 38 mm). The joint system isdesigned to accommodate a max 50 or 100 percent compression or extension from its installed width as measuredbetween bottom plane of the protective material on the steel beam and the top of the gypsum board. When Item 3B1 isused in lieu of the strips of mineral wool described in Item 3B, the maximum joint width is 3/4 in. (19 mm) and themovement capabilities are 100% compression or extension. The joint system shall consist of forming and fill materials, withor without a deflection channel (Item 3A), as follows:A. Deflection Channel - (Optional, Not Shown) - Max 2 in. (51 mm) deep min 24 gauge galv steel channel sized to

accommodate ceiling runner (Item 2A). Deflection channel installed parallel with and centered beneath bottom flange ofsteel beam (Item 1C) and secured to steel beam with steel clips (Item 2B) spaced max 16 in. (406 mm) OC. The ceilingrunner (Item 2A) is installed within the deflection channel to maintain a 1/2 in. (13 mm) to 3/4 in. (19 mm) gap between thetop of the ceiling runner and the top of the deflection channel. A clearance equal to the required thickness of spray-appliedfireproofing material (Item 1D) shall be maintained between the top of the ceiling runner or deflection channel and thebottom flange of the steel beam. The ceiling runner nests inside the deflection channel without attachment.

B. Forming Material* - Sections of nom 4 pcf (64 kg/m3) mineral wool batt insulation to be compressed 50 percent inthickness and installed cut edge first to completely fill the gap above the top of the gypsum board. The forming materialshall be installed flush with both surfaces of wall.




ROXUL INC - SAFE


B1. Forming Material* - (Not Shown) - As an option to Item 3B, nom 3/16 in. (4.8 mm) thick by 4 in. (102 mm) high jointforming material profile installed on both sides of the wall assembly. Profile installed by first marking a line across the topof the wall 3 in. (76 mm) below the bottom plane of the steel floor or roof deck valleys. Joint profile material positioned withits top edge against both the underside of the spray-applied fire-resistive material with its bottom edge on the line scribedon the wall assembly. Bottom of the joint profile attached to gypsum board with nom 1/2 in. (13 mm) long steel staplesspaced not greater than 8 in. (203 mm) OC. Adjoining lengths of profile to overlap approx 3/4 in. (19 mm) at shiplappedends.


C. Fill, Void or Cavity Material* - Sealant - Min 1/8 in. (3.2 mm) wet thickness or 1/16 in. (1.6 mm) dry thickness of fillmaterial spray applied over the forming material on each side of the wall. Fill material to overlap min 1/2 in. (13 mm) ontogypsum board and min 2 in. onto the spray applied material (Item 1D) on the steel beam on both sides of wall.





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RMarch 14, 2014

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Ì78HWDÇ&JÈAOÇ#..ÂÎ

HW-D-0642


ANSI/UL2079


Nominal Joint Width - 3/4 or 1-1/2 In. (See Item 3)




CAN/ULC S115





Nominal Joint Width - 3/4 or 1-1/2 In. (See Item 3)




A

Section A-A2E

3B 3A

3A

3B

2C

2B

1D

1B

1A

1C1C

2A

2B

2B

2E

1D

A

2D

2A

CONFIGURATION A

3A

1. Floor Assembly - The fire-rated fluted steel deck/concrete floor assembly shall be constructed of the materials and in themanner described in the individual D700, D800, or D900 Series Floor-Ceiling Design in the UL Fire Resistance Directory andshall include the following construction features:A. Steel Floor And Floor Units* - Max 3 in. (76 mm) deep galv steel fluted floor units.B. Concrete - Min 2-1/2 in. (64 mm) thick reinforced concrete, as measured from the top plane of the floor units.C. Structural Steel Support - Steel beam, as specified in the individual D700, D800, or D900 Series Floor-Ceiling Design,

used to support steel floor units. Steel beam centered over and parallel with wall assembly.D. Spray-Applied Fire Resistive Material* - After installation of the steel attachment clips (Item 2B), steel floor units and

structural steel support to be sprayed with the min thickness of material specified in the individual D700, D800, or D900Series Design. The flutes of the steel floor units are to be filled with material across the entire top flange of the steel beam.Additional material shall be applied to the web of the steel beam on each side of the wall. For a 1 hr AssemblyRating, the thickness of material applied to each side of the steel beam web shall be 13/16 in. (21 mm). For a 2 hrAssembly Rating, the thickness of material applied to each side of the steel beam web shall be 1-3/8 in. (35 mm).SOUTHWEST FIREPROOFING PRODUCTS CO - Type 5, Type 5GP


D1. Spray-Applied Fire Resistive Material* - After installation of the steel attachment clips (Item 2B), steel floor units andstructural steel support to be sprayed with the min thickness of material specified in the individual D700, D800, or D900Series Design. The flutes of the steel floor units are to be filled with material across the entire top flange of the steel beam.Additional material shall be applied to the web of the steel beam on each side of the wall. For a 1 hr AssemblyRating, the thickness of material applied to each side of the steel beam web shall be 11/16 in. (18 mm). For a 2 hrAssembly Rating, the thickness of material applied to each side of the steel beam web shall be 1-1/2 in. (38 mm).ISOLATEK INTERNATIONAL - Type 300 or Type II



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B

Section A-A2E

3B 3A

3A

3B

2C

1D

1B

1A

1C1C

2A2B

2B

2E

1D

B

CONFIGURATION B

2D

3B3A

2. Shaft Wall Assembly - The 1 hr or 2 hr fire rated shaft wall assembly shall be constructed of the materials and in the mannerdescribed in the individual U400, V400 or W400 Series Wall and Partition Design in the UL Fire Resistance Directory and shallinclude the following construction features:A. Floor, Wall and Ceiling Runners - "J"-shaped runner, min 2-1/2 in. (64 mm) wide with unequal legs of min 1-1/2 in. (38

mm) and min 2 in. (51 mm), fabricated from min 24 MSG galv steel. Runners positioned with short leg toward finished sideof wall. Flange height of ceiling runner shall be min 1/4 in. (6 mm) greater than max extended joint width. Runnersattached to steel attachment clips (Item 2B) with welds or steel fasteners spaced max 24 in. (610 mm) OC. As an alternateto the "J"-shaped runner, a min 2-1/2 in. (64 mm) wide by 1 in. or 1 1/4 in. (25 or 32 mm) deep channel formed from min24 MSG galv steel may be used for the floor runner.

A1. Light Gauge Framing* - Slotted Ceiling Track - (Not Shown) - As an alternate to ceiling runner in Item 2A, slotted ceilingtrack shall consist of galv steel channels with slotted flanges. Slotted ceiling track sized to accommodate steel "C-H" studs(Item 2C) and attached to steel attachment clips (Item 2B) with welds or steel fasteners spaced max 24 in. (610 mm) OC.








B. Steel Attachment Clips - Z-shaped clips formed from 1 in. (25 mm) wide strips of min 20 ga galv steel. Clips to be sizedto extend through the thickness of the spray-applied fire-resistive material on the bottom flange of the steel beam with 2 in.(51 mm) long upper and lower legs. Legs of clips fastened to bottom of beam (prior to application of spray-appliedfire-resistive materials) and top of ceiling runner with steel fasteners or welds. Clips spaced max 24 in. (610 mm) OC.

C. Steel Studs - "C-H"-shaped steel studs to be min 2-1/2 in. (64 mm) wide and formed of min 24 MSG galv steel. Studs cut1/2 to 1-1/4 in. (13 to 32 mm) less in length than assembly height beneath protected beam with bottom nesting in andresting on floor runner and with top nesting in ceiling runner or slotted ceiling track. Studs spaced 24 in. (610 mm) OC.After installation of gypsum board liner panels (Item 2D), studs secured to flange of floor runner on finished side of wallwith No. 6 by 1/2 in. (13 mm) long self-drilling, self-tapping steel screws. Studs secured to flange of slotted ceiling track onfinished side of wall only with No. 8 by 1/2 in. (13 mm) long self-drilling, self-tapping wafer head steel screws at slotmidheight.

D. Gypsum Board* - 1 in. (25 mm) thick by 24 in. (610 mm) wide gypsum board liner panels. Liner panels cut 1 in. (25 mm)less in length than assembly height beneath protected beam. Vertical edges inserted in "H"-shaped section of "C-H" studs.Free edge of end panels attached to long leg of "J" runner (Item 2A) with 1-5/8 in. (41 mm) long Type S steel screwsspaced max 12 in. (305 mm) OC.

E. Gypsum Board* - Gypsum board sheets, 1/2 or 5/8 in. (13 or 16 mm) thick, applied vertically or horizontally in one or twolayers on finished side of wall as specified in the individual U400 or V400-Series Wall and Partition Design. A max 3/4 in.(19 mm) gap shall be maintained between the top of the gypsum board and the bottom surface of the protected steelbeam. The screws attaching the gypsum board layers to the C-H studs shall be located 1 in. (25 mm) below the bottom ofthe ceiling runner (Item 2A or 2A1). No gypsum board attachment screws are to penetrate the ceiling runner.

CONFIGURATION A3. Joint System - Max separation between spray applied fire resistive material on bottom of structural support member

and top of gypsum board (Item 2E) at time of installation of joint system is 1-1/2 in. (38 mm). The joint system isdesigned to accommodate a max 50 percent compression or extension from its installed width as measured betweenbottom plane of the protective material on the steel beam and the top of the gypsum board. The joint system shallconsist of forming and fill materials, as follows:



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A. Forming Material* - Sections of nom 4 pcf (64 kg/m3) mineral wool batt insulation to be compressed 50 percent inthickness and installed cut edge first to completely fill the gap above the top of the liner panels (Item 2D) and the gapabove the top of the gypsum board (Item 2E).




ROXUL INC - SAFE


B. Fill, Void or Cavity Material* - Sealant - Min 1/8 in. (3.2 mm) wet thickness or 1/16 in. (1.6 mm) dry thickness of fillmaterial spray applied over the forming material within the stud cavity prior to installing the finished surface gypsum boardand on the finished side of the wall. Fill material to overlap min 1/2 in. (13 mm) onto gypsum board liner panel and ceilingrunner within wall cavity, min 1/2 in. (13 mm) onto the finished surface gypsum board and min 2 in. (51 mm) onto the sprayapplied material (Item 1D) on the steel beam.


CONFIGURATION B3. Joint System - Max separation between bottom plane of spray-applied fire resistive material on the steel attachment

clip (Item 1D) and the top of the gypsum board is 3/4 in. (19 mm) or 1 in. (25 mm). The joint system is designed toaccommodate a max 100 percent compression or extension from its installed width as measured between bottomplane of the protective material on the steel beam and the top of the gypsum board or max 100 percent compression(only) from its installed width when the joint width is greater than 3/4 in. The joint system consists of the following:A. Forming Material* - Nom 3/16 in. (4.8 mm) thick by 4 in. (102 mm) high joint forming material profile installed within and

on the finished side of the wall assembly. Profile installed on the shaft side of the wall by first marking a line across the topof the wall 3 in. (76 mm) below the web of the "J" runner or ceiling runner channel on the interior surface of the gypsumliner. Joint profile material on shaft side positioned with its top edge against the web of the ceiling runner with its bottomedge on the line scribed on the shaft liner. Profile installed on the finished side of the wall by first marking a line across thetop of the wall 3 in. (76 mm) below the bottom plane of the spray-applied fire resistive material. Joint profile material onfinished side positioned with its top edge against the underside of the spray-applied fire resistive material with its bottomedge on the line scribed on the finished side of the wall assembly. Bottom of the joint profile attached to gypsum linerpanel and gypsum board with nom 1/2 in. (13 mm) long steel staples spaced not greater than 8 in. (203 mm) OC.Adjoining lengths of profile to overlap approx 3/4 in. (19 mm) at shiplapped ends.


B. Fill, Void or Cavity Material*- Sealant - Min 1/8 in. (3.2 mm) wet thickness (min 1/16 in. or 1.5 mm dry thickness) ofelastomeric spray applied to cover forming material (Item 3A) within wall cavity and on finished side of wall. Maintain min1/2 in. (13 mm) overlap onto surrounding substrates with min 2 in. (51 mm) overlap onto spray applied fire resistivematerial on finished side of wall.





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1. Floor Assembly - The fire-rated fluted steel deck/concrete floor assembly shall be constructed of the materials and in themanner described in the individual D700 or D900 Series Floor-Ceiling Design in the UL Fire Resistance Directory and shallinclude the following construction features:A. Steel Floor And Floor Units* - Max 3 in. (76 mm) deep galv steel fluted floor units.B. Concrete - Min 2-1/2 in. (64 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3)

concrete, as measured from the top plane of the floor units.C. Structural Steel Support - Steel beam, as specified in the individual D700 or D900 Series Floor-Ceiling Design, used to

support steel floor units. Steel beam parallel with wall assembly and 8 in. (203 mm) max from wall assembly.



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HW-D-0617


ANSI/UL2079

Assembly Ratings - 1 and 2 Hr (See Items 1 and 2)

Maximum Joint Width - 3/4 or 1-1/2 In. (See Item 3)

Class II or III Movement Capabilities - 25%, 50% or100%Compression or Extension (See Item 3)



CAN/ULC S115

F Ratings - 1 and 2 Hr (See Items 1 and 2)

FT Ratings - 1 and 2 Hr (See Items 1 and 2)

FH Ratings - 1 and 2 Hr (See Items 1 and 2)

FTH Ratings - 1 and 2 Hr (See Items 1 and 2)


Class II or III Movement Capabilities - 25%, 50% or100%Compression or Extension (See Item 3)



D. Steel Attachment Clips - Z-shaped bars or channels, located to span from steel beam to min 1 in. (25 mm) beyond faceof wall and spaced max 24 in. (610 mm) on center. Z-shaped bars are nom 1-1/2 to 2 in. (38 to 51 mm) deep and formedfrom min 16 gauge painted or galvanized steel. Channels are nom 1-1/2 in. (38 mm) or 2 in. (51 mm) deep and formedfrom min 16 gauge painted or galvanized steel. Each bar or channel welded to steel beam and welded, bolted orscrewed to ceiling runner of wall. Each bar or channel shall be fully covered with spray applied fire resistive material(Item 1F) to the minimum thickness of material required on the flanges of the steel beam

E. Steel Lath - Nom 3/8 in. (10 mm) diamond mesh expanded steel rib lath having a nom weight of 3.4 lb/yd2 (1.8 kg/m2)shall be installed over and attached to the steel attachment clip bars or channels (Item 1D) to completely cover theexposed area from the flange tip of the steel beam to the end of the bar/channel framing extending beyond the wallsurface. The lath shall be secured with steel fasteners or tie wire and shall be fully covered with spray applied fireresistive material (Item 1F).

F. Spray-Applied Fire Resistive Material* - After installation of steel attachment clip and steel lath (Items 1D and 1E),steel floor units and structural steel support to be sprayed with the min thickness of material specified in the individualD700 or D900 Series Design. The flutes of the steel floor units are to be filled with material across the entire top flange ofthe steel beam. Each bar or channel attachment clip member (Item 1D) shall be fully covered with spray applied fireresistive material to the minimum thickness of material required on the flanges of the steel beam. The thickness ofmaterial applied to the expanded steel lath shall be sufficient to completely fill the spaces between the bar/channelattachment clip above the wall. Additional material shall be applied to the web of the steel beam on each side of the wall.The min total thickness of material applied to each side of the steel beam web shall be 13/16 in. (21 mm) for 1 hr firerated assemblies and 1 3/8 in. (35 mm) for 2 hr fire rated assemblies. For D700 Series Designs, all surfaces of the steelfloor units to be sprayed with the thickness of material specified in the individual D700 Series Design. For D900 SeriesDesigns structural steel supports, steel attachment clip and steel lath only to be sprayed in accordance with thespecifications in the individual D900 Series Design.W R GRACE & CO - CONN - Type MK-6/HY, MK-6/HYES, MK-65 and RG



The hourly fire rating of the floor assembly shall be equal to or greater than the hourly fire rating of the wallassembly.

1A. Roof Assembly - (Not Shown) - As an alternate to the floor assembly, a fire-rated fluted steel deck roof assembly may beused. The roof assembly shall be constructed of the materials and in the manner described in the individual P900 or P700Series Roof-Ceiling Design in the UL Fire Resistance Directory. The roof assembly shall include the following constructionfeatures:A. Steel Roof Deck - Max 3 in. (76 mm) deep galv steel fluted roof deck.B. Roof Insulation - For P900 Series Designs, min 2-1/4 in. (57 mm) thick poured insulating concrete, as measured from

the top roof deck. For P700 Series Designs, roof insulation shall be as specified in the individual design.C. Structural Steel Support - Steel beam, as specified in the individual P700 or P900 Series Floor-Ceiling Design, used to

support steel floor units. Steel beam parallel with wall assembly and 8 in. (203 mm) max from wall assembly.D. Steel Attachment Clips - Z-shaped bars or channels, located to span from steel beam to min 1 in. (25 mm) beyond face

of wall and spaced max 24 in. (610 mm) on center. Z-shaped bars are nom 1-1/2 to 2 in. (38 to 51 mm) deep and formedfrom min 16 gauge painted or galvanized steel. Channels are nom 1-1/2 in. (38 mm) or 2 in. (51 mm) deep and formedfrom min 16 gauge painted or galvanized steel. Each bar or channel welded to steel beam and welded, bolted orscrewed to ceiling runner of wall. Each bar or channel shall be fully covered with spray applied fire resistive material tothe minimum thickness of material required on the flanges of the steel beam.

E. Steel Lath - Nom 3/8 in. (10 mm) diamond mesh expanded steel rib lath having a nom weight of 3.4 lb/yd2 (1.8 kg/m2)shall be installed over and attached to the steel attachment clip bars or channels (Item 1AD) to completely cover theexposed area from the flange tip of the steel beam to the end of the bar/channel framing extending beyond the wallsurface. The lath shall be secured with steel fasteners or tie wire and shall be fully covered with spray applied fireresistive material (Item 1AF).



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F. Spray-Applied Fire Resistive Material* - After installation of steel attachment clip and steel lath (Items 1AD and 1AE)surfaces of the roof deck to be sprayed with the thickness of material specified in the individual P700 Series Design. ForP900 Series Designs structural steel supports, steel attachment clip and steel lath only to be sprayed in accordance withthe specifications in the individual P900 Series Design. The flutes of the steel roof deck are to be filled with materialacross the entire top flange of the steel beam. Each bar or channel attachment clips (Item 1AD) shall be fully coveredwith spray applied fire resistive material to the minimum thickness of material required on the flanges of the steel beam.The thickness of material applied to the expanded steel lath shall be sufficient to completely fill the spaces between thebar/channel attachment clip above the wall. Additional material shall be applied to the web of the steel beam on eachside of the wall. The min total thickness of material applied to each side of the steel beam web shall be 13/16 in. (21 mm)for 1 hr fire rated assemblies and 1-3/8 in. (35 mm) for 2 hr fire rated assemblies.

W R GRACE & CO - CONN - Type MK-6/HY, MK-6/HYES, MK-65 and RG



The hourly fire rating of the roof assembly shall be equal or greater than the hourly fire rating of the wallassembly.

2. Wall Assembly - The 1 or 2 hr fire rated gypsum board/steel stud wall assembly shall be constructed of the materials and inthe manner described in the individual U400, V400 or W400 Series Wall and Partition Design in the UL Fire ResistanceDirectory and shall include the following construction features:A. Steel Floor and Ceiling Runners - Floor and ceiling runners of wall assembly shall consist of galv steel channels sized

to accommodate steel studs (Item 2B). Ceiling runner to be provided with min 1-1/4 in. (32 mm) to max 3 in. (76 mm)flanges. Flange height of ceiling runner shall be min 1/4 in. (6 mm) greater than max extended joint width. Ceiling runneris secured to steel attachment clip (Item 1D) with steel fasteners or welds spaced max 24 in. (610 mm) OC. Ceilingrunner to be installed parallel with structural steel support and located such that a max clearance of 8 in. (203 mm) ispresent between the finished wall and the flange of the steel beam (Item 1C).

A1. Light Gauge Framing* - Slotted Ceiling Runner - Slotted ceiling runner may be used as an alternate to the ceilingrunner in Item 2A. Slotted ceiling runner to consist of galv steel channel with slotted flanges sized to accommodate steelstuds (Item 2B). Ceiling runner installed perpendicular to direction of fluted steel floor or roof deck and secured to valleyswith steel masonry anchors spaced max 24 in. (610 mm) OC.


B. Studs - Steel studs to be min 3-1/2 in. (89 mm) wide. Studs cut 1/2 in. to 1-1/4 in. (13 to 32 mm) less in length thanassembly height with bottom nesting in and secured to floor runner. Studs to nest in ceiling runner without attachment.

C. Gypsum Board* - Gypsum board sheets installed to a min total 5/8 in. (16 mm) or 1-1/4 in. (32 mm) thickness on eachside of wall for 1 and 2 hr fire rated assemblies, respectively. Wall to be constructed as specified in the individual U400,V400 or W400 Series Design in the UL Fire Resistance Directory except that a max 1-1/2 in. (38 mm) gap shall bemaintained between the top of the gypsum board and the bottom plane of the spray applied fire resistive material on thesteel attachment clip (Item 1D) on both sides of the wall assembly.The hourly fire rating of the joint system is equal to the hourly fire rating of the wall.

3. Joint System - Max separation between bottom plane of spray-applied fire resistive material on the steel attachmentclip (Item 1D) and the top of the gypsum board is 3/4 or 1-1/2 in. (19 or 38 mm). When Item 3A1 is used in lieu of themineral wool strips described in Item 3A, the maximum joint width is 3/4 in. (19 mm) and the movement capability ofthe joint system is 100 percent compression or extension. Otherwise, the movement capability of the joint system is50 percent compression or extension when spray sealant (Item 3B) is used or 25 percent compression only whensealant (Item 3C) is used. The joint system shall consist of forming and fill materials, as follows:



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A. Forming Material* - Nom 4 pcf (64 kg/m3) density mineral wool batt insulation. Sections of mineral wool batt cut to athickness equal to the overall thickness of gypsum board and compressed a min of 50 percent into the gap between thetop of the gypsum board and the bottom plane of the spray applied fire resistive material on the steel attachment clip(Item 1D) on both sides of the wall assembly.


ROCK WOOL MANUFACTURING CO - Delta Safing Insulation

ROCKWOOL MALAYSIA SDN BHD - SAF Mineral Wool

ROXUL INC - SAF Mineral Wool


A1. Forming Material* - (Not Shown) - As an option to Item 3A, nom 3/16 in. (4.8 mm) thick by 4 in. (102 mm) high jointforming material profile installed on both sides of the wall assembly. Profile installed by first marking a line across the topof the wall 3 in. (76 mm) below the bottom plane of the steel floor or roof deck valleys. Joint profile material positionedwith its top edge against both the underside of the spray-applied fire-resistive material with its bottom edge on the linescribed on the wall assembly. Bottom of the joint profile attached to gypsum board with nom 1/2 in. (13 mm) long steelstaples spaced not greater than 8 in. (203 mm) OC. Adjoining lengths of profile to overlap approx 3/4 in. (19 mm) atrabbeted ends.


B. Fill, Void or Cavity Material* - Sealant - A min 1/8 in. (3 mm) wet thickness (min 1/16 in. or 1.6 mm dry thickness) of fillmaterial applied on each side of wall to completely cover forming material and to overlap min 1/2 in. (13 mm) onto walland min 2 in. (51 mm) onto spray-applied fire resistive material.


C. Fill, Void or Cavity Material* - Sealant - (Not Shown) - As an alternate to Items 3A and 3B, min 5/8 in. (16 mm) depthof sealant applied within joint flush with each side of wall.

SPECIFIED TECHNOLOGIES INC - SpecSeal ES Sealant




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support steel floor units. Structural steel support oriented parallel to and 8 in. (203 mm) max from wall assembly.



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2B


ANSI/UL2079

Assembly Ratings - 1 and 2 Hrs (See Item 2)

Nominal Joint Widths - 3/4, 1-1/2 and 2-1/2 In. (See Item 3)

Class II Movement Capabilities - 40, 50 or 100% Compression orExtension (See Item 3)

L Rating At Ambient - Less Than 1 CFM/Lin Ft

L Rating At 400 F - Less Than 1 CFM/Lin Ft

CAN/ULC S115

F Ratings - 1 and 2 Hrs (See Item 2)

FT Ratings - 1 and 2 Hrs (See Item 2)

FH Ratings - 1 and 2 Hrs (See Item 2)

FTH Ratings - 1 and 2 Hrs (See Item 2)

Nominal Joint Widths - 3/4, 1-1/2 and 2-1/2 In. (See Item 3)

Class II Movement Capabilities - 40, 50 or 100% Compressionor Extension (See Item 3)

L Rating At Ambient - Less Than 1 CFM/Lin Ft

L Rating At 400 F - Less Than 1 CFM/Lin Ft

D. Steel Attachment Clips - Min 1 in. (25 mm) wide Z-shaped clips or channels formed from min 16 ga galv or paintedsteel. Clips to be sized to extend through the thickness of the spray-applied fire-resistive material on the bottom flange ofthe steel beam with 1-1/2 in. (38 mm) long upper and lower legs. Legs of clips fastened to bottom of beam (prior toapplication of spray-applied fire-resistive materials) with steel fasteners or welds and to ceiling runner of wall with boltsor screws. Clips spaced max 16 in. (406 mm) OC and extend from steel support beam to flush with non-beam face ofwall.

E. Gypsum Board* - Two layers of 5/8 in. (16 mm) thick glass mat faced (moisture resistant) gypsum board applied tobottom of steel attachment clips. The boards are cut to the length of steel attachment clips and secured to each clip.Base layer attached to the clips using 1 in. (25 mm) long Type S bugle-head steel screws spaced 12 in. (305 mm) OC, 1in. (25 mm) max from ends. Outer layer attached to the clips using 1-5/8 in. (41 mm) long Type S bugle-head steelscrews spaced 12 in. (305 mm) OC, 1 in. (25 mm) max from ends. Butted joints are centered over clips and joints inbase and outer layers to be offset. Joints and screw heads in outer layer covered with two coats of joint compound.

F. Spray-Applied Fire Resistive Material* - After installation of the steel attachment clips, the structural steel support andsteel floor units (as applicable) are to be sprayed with the min thickness of material specified in the individual D700 orD900 Series Design. Each steel attachment clip to be fully covered with spray applied fire resistive material to theminimum thickness of material required on the flanges of the steel beam and the spaces between the clips shall also befully filled from beam and over the entire thickness of the wall. Additional material shall be applied to the web of steelbeam on each side of wall. The min total thickness of material applied to each side of steel beam web shall be 13/16 in.(21 mm) for 1 hr Assembly Rating and 1-1/2 in. (38 mm) for 2 hr Assembly Rating. When Item 3A is not used, the flutesof the steel floor units are to be filled with material across the entire top flange of the steel beam. For D700 floors, theremainder of the steel floor units shall be sprayed as specified in the individual D700 design.ISOLATEK INTERNATIONAL - Type 300


1A. Roof Assembly - (Not Shown) - As an alternate to the floor assembly, a fire rated fluted steel deck roof assembly may beused. The roof assembly shall be constructed of the materials and in the manner described in the individual P700 or P900Series Roof-Ceiling Design in the UL Fire Resistance Directory. The roof assembly shall include the following constructionfeatures:A. Steel Roof Deck - Max 3 in. (76 mm) deep galv steel fluted roof deck.B. Roof Insulation - Min 2-1/4 in. (57 mm) thick poured insulating concrete, as measured from the top plane of the roof

deck.C. Structural Steel Support - Steel beam, as specified in the individual P700 or P900 Series Design, used to support steel

floor units. Structural steel support oriented parallel to and 8 in. (203 mm) max from wall assembly.D. Steel Attachment Clips - 1 in. (25 mm) wide Z-shaped clips or channels formed from min 16 ga galv or painted steel.

Clips to be sized to extend through the thickness of the spray-applied fire resistive material on the bottom flange of thesteel beam with 1-1/2 in. (38 mm) long upper and lower legs. Legs of clips fastened to bottom of beam (prior toapplication of spray-applied fire-resistive materials) with steel fasteners or welds and to ceiling runner of wall with boltsor screws. Clips spaced max 16 in. (406 mm) OC and extend from steel support beam to flush with non-beam face ofwall.

E. Gypsum Board* - Two layers of 5/8 in. (16 mm) thick glass mat faced (moisture resistant) gypsum board applied tobottom of steel attachment clips. The boards are cut to the length of steel attachment clips and secured to each clip.Base layer attached to the clips using 1 in. (25 mm) long Type S bugle-head steel screws spaced 12 in. (305 mm) OC, 1in. (25 mm) max from ends. Outer layer attached to the clips using 1-5/8 in. (41 mm) long Type S bugle-head steelscrews spaced 12 in. (305 mm) OC, 1 in. (25 mm) max from ends. Butted joints are centered over clips and joints inbase and outer layers to be offset. Joints and screw heads in outer layer covered with two coats of joint compound. Anadditional nominal 9 in. (229 mm) wide strip of gypsum board covering the exposed leg of the ceiling runner attached tothe ceiling runner and to the 1-1/2 by 1 1/2 in. (38 by 38 mm) galv steel angle (see Item 2A) with min 1 in. (25 mm) longfasteners spaced a max of 12 in. (305 mm) on center and 1 in. (25 mm) max from ends along track and angle on thenon-finished side of wall. This strip of gypsum shall extend above the ceiling track to be flush with top of spray appliedfire resistive material on steel attachment clips, and the strip shall extend down min 1-1/2 in. (38 mm) below the exposedleg of ceiling track.



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F. Spray-Applied Fire Resistive Material* - After installation of the steel attachment clips, the structural steel support androof deck (as applicable) are to be sprayed with the min thickness of material specified in the individual P700 or P900Series Design. Each steel attachment clip to be fully covered with spray applied fire resistive material to the minimumthickness of material required on the flanges of the steel beam and the spaces between the clips shall also be fully filledfrom beam and over the entire thickness of the wall. Additional material shall be applied to the web of steel beam oneach side. The min total thickness of material applied to each side of steel beam web shall be 13/16 in. (21 mm) for 1 hrAssembly Rating and 1-1/2 in. (38 mm) for 2 hr Assembly Rating. When Item 3A is not used, the flutes of the roof deckare to be filled with material across the entire top flange of the steel beam. For P700 roof-ceiling assemblies, theremainder of the roof deck shall be sprayed as specified in the individual P700 design.

ISOLATEK INTERNATIONAL - Type 300


1B. Floor Assembly - (Not Shown) - As an alternate to the floor assembly (Item 1), min 4-1/2 in. (114 mm) thick reinforcedlightweight or normal weight (100 to 150 pcf or 1600-2400 kg/m3) structural concrete slab.

2. Wall Assembly - The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in themanner described in the individual U400, V400 or W400 Series Wall and Partition Design in the UL Fire Resistance Directoryand shall include the following construction features:A. Steel Floor and Ceiling Runners - Floor and ceiling runners of wall assembly shall consist of galv steel channels sized

to accommodate steel studs (Item 2B). Ceiling runner to be provided with min 2 in. (51 mm) to max 3 in. (76 mm)flanges. Ceiling runner to be secured through gypsum board material to steel attachment clips with min 2 in. (51 mm)long steel fasteners spaced at a max spacing of 16 in. (406 mm) OC (min one fastener into each clip).

A1. Light Gauge Framing* - Slotted Ceiling Runner - As an alternate to the ceiling runner in Item 2A, ceiling runner toconsist of galv steel channel with slotted flanges sized to accommodate steel studs (Item 2B). Ceiling runner to besecured through gypsum board material to steel attachment clips with min 2 in. (51 mm) long steel fasteners spaced at amax spacing of 16 in. (406 mm) OC (min one fastener into each clip).



A2. Light Gauge Framing* - Clipped Ceiling Runner - As an alternate to the ceiling runner in Items 2A and 2A1, clippedrunner to consist of galv steel channel with clips preformed in track flanges which positively engage the inside flange ofthe steel studs (Item 2B). Track sized to accommodate steel studs (Item 2B). Track flanges to be min 2-1/2 in. (64 mm).Clipped ceiling runner to be secured through gypsum board material to steel attachment clips with min 2 in. (51 mm) longsteel fasteners spaced at a max spacing of 16 in. (406 mm) OC (min one fastener into each clip).

TOTAL STEEL SOLUTIONS L L C - Snap Trak

B. Studs - Steel studs to be min 3-1/2 in. (89 mm) wide. Studs cut 1/2 in. to 3/4 in. (13 to 19 mm) less in length thanassembly height with bottom nesting in and secured to floor runner. Studs to nest in ceiling runner without attachmentunless slotted ceiling runner is used. When slotted ceiling runner (Item 2A1) is used, steel studs secured to slottedceiling runner with No. 8 by 1/2 (13 mm) long wafer head steel screws at mid-height of slot on each side of wall.

C. Gypsum Board* - Gypsum board sheets installed to a min total 5/8 in. (16 mm) or 1-1/4 in. (32 mm) thickness on eachside of wall for 1 and 2 hr fire rated assemblies, respectively. Wall to be constructed as specified in the individual U400,V400 or W400 Series Design in the UL Fire Resistance Directory except that a max 3/4 or 1 in. (19 or 25 mm) gap shallbe maintained between the top of the gypsum board and the bottom of the gypsum board on the steel attachment clips.The screws attaching the gypsum board to the studs along the top of the wall shall be located 1 in. (25 mm) below thebottom of the ceiling runner. No gypsum board attachment screws shall be driven into the ceiling runner. Where the topof the wall assembly is inaccessible above the lowest elevation of the structural steel support, the gypsum board may beomitted.The hourly rating of the joint system is equal to the lesser of the hourly ratings of the floor/roof-ceilingassembly and the wall assembly.



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3. Joint System - Max separation between the gypsum board on the steel attachment clips and top of wall (at time ofinstallation of joint system) is 3/4, 1-1/2, or 2-1/2 in. (19, 38 or 64mm). The joint system is designed to accommodate amax 50 percent compression or extension from its installed width for max 1-1/2 in. (38 mm) wide joints and a max 40percent compression or extension from its installed width for max 2-1/2 in. (64 mm) wide joints.. When Item 3A1 isused in lieu of the mineral wool strips described in Item 3A, the maximum joint width is 3/4 in. (19 mm) and themovement capabilities are 100% compression or extension. The joint system shall consist of forming and fill materials, asfollows:A. Forming Material* - Min 4 pcf (64 kg/m3) mineral wool insulation cut to the shape of the fluted steel floor or roof deck

units, approx 33 percent larger than the area of the flutes. Pieces compressed and inserted into and completely filling theflutes above the structural support member. As an option, the spray-applied fire resistive material described in Item 1 canbe used in place of the packing material within the area of the flutes. Additional sections of mineral wool batt insulationcut to a width equal to the thickness of the gypsum board layer(s) and compressed 50 percent in thickness. Mineral woolstrips installed flush with wall surfaces.






A1. Forming Material* - (Not Shown) - As an option to Item 3A when the nominal joint width is 3/4 in. (19 mm) or less, nom3/16 in. (4.8 mm) thick by 4 in. (102 mm) high joint forming material profile installed on both sides of the wall assembly.Profile installed by first marking a line across the top of the wall 3 in. (76 mm) below the bottom plane of the steel floor orroof deck valleys. Joint profile material positioned with its top edge against both the underside of the spray-appliedfire-resistive material with its bottom edge on the line scribed on the wall assembly. Bottom of the joint profile attached togypsum board with nom 1/2 in. (13 mm) long steel staples spaced not greater than 8 in. (203 mm) OC. Adjoining lengthsof profile to overlap approx 3/4 in. (19 mm) at rabbeted ends. When Item 3A1 is used, the movement capability of thejoint system is 100 percent compression or extension.


B. Fill, Void or Cavity Material* - Spray - Min 1/16 in. (1.6 mm) dry thickness (min 1/8 in. or 3.2 mm wet thickness) of fillmaterial spray applied atop forming material (Item 3A or 3A1) with 1/2 in. (13 mm) overlap onto gypsum board and steeldeck. When the spray-applied fill material laps onto SFRM, the minimum overlap shall be 2 in. (51 mm).





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A

Section A-A

1D

1B

1A1C

1D

1C

2A

2C

2A3B

3A

1F

2B2C 2B3B

1A 1B

3A

2D

CONFIGURATION A

A


ANSI/UL2079

Assembly Ratings - 1 and 2 Hr (See Items 1 and 2)


Class II or III Movement Capabilities - 50% or 100%Compression or Extension (See Item 3)



CAN/ULC S115

F Ratings - 1 and 2 Hr (See Items 1 and 2)

FT Ratings - 1 and 2 Hr (See Items 1 and 2)

FH Ratings - 1 and 2 Hr (See Items 1 and 2)

FTH Ratings - 1 and 2 Hr (See Items 1 and 2)


Class II or III Movement Capabilities - 50% or 100%Compression or Extension (See Item 3)






of wall and spaced max 24 in. (610 mm) on center. Z-shaped bars are nom 1-1/2 to 2 in. (38 to 51 mm) deep and formedfrom min 16 gauge painted or galvanized steel. Channels are nom 1-1/2 in. (38 mm) or 2 in. (51 mm) deep and formedfrom min 16 gauge painted or galvanized steel. Each bar or channel welded or attached with steel fasteners to steelbeam and welded, bolted or screwed to ceiling runner of wall. Each bar or channel shall be fully covered with sprayapplied fire resistive material (Item 1F) to the minimum thickness of material required on the flanges of the steel beam.

E. Steel Lath - Nom 3/8 in. (10 mm) diamond mesh expanded steel rib lath having a nom weight of 3.4 lb/yd2 (1.8 kg/m2)shall be installed over and attached to the steel attachment clip bars or channels (Item 1D) to completely cover theexposed area from the flange tip of the steel beam to the end of the bar/channel framing extending beyond the wallsurface. The lath shall be secured with steel fasteners or tie wire and shall be fully covered with spray applied fireresistive material (Item 1F).



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Section B-B

1D

1B

1A1C

1D

1C

3A

2C

2A3B

3A

1F

2B2C 2B3B

1A 1B

2A

2D

CONFIGURATION B

B

B

F. Spray-Applied Fire Resistive Material* - After installation of steel attachment clip and steel lath (Items 1D and 1E),steel floor units and structural steel support to be sprayed with the min thickness of material specified in the individualD700 or D900 Series Design. The flutes of the steel floor units are to be filled with material across the entire top flange ofthe steel beam. Each bar or channel attachment clip member (Item 1D) shall be fully covered with spray applied fireresistive material to the minimum thickness of material required on the flanges of the steel beam. The thickness ofmaterial applied to the expanded steel lath shall be sufficient to completely fill the spaces between the bar/channelattachment clip above the wall. Additional material shall be applied to the web of the steel beam on each side of the wall.The min total thickness of material applied to each side of the steel beam web shall be 13/16 in. (21 mm) for 1 hr firerated assemblies and 1 3/8 in. (35 mm) for 2 hr fire rated assemblies. For D700 Series Designs, all surfaces of the steelfloor units to be sprayed with the thickness of material specified in the individual D700 Series Design. For D900 SeriesDesigns structural steel supports, steel attachment clip and steel lath only to be sprayed in accordance with thespecifications in the individual D900 Series Design.ISOLATEK INTERNATIONAL - Type 300 or Type II



The hourly fire rating of the floor assembly shall be equal to or greater than the hourly fire rating of the wallassembly.

1A. Roof Assembly - (Not Shown) - As an alternate to the floor assembly, a fire-rated fluted steel deck roof assembly may beused. The roof assembly shall be constructed of the materials and in the manner described in the individual P900 or P700Series Roof-Ceiling Design in the UL Fire Resistance Directory. The roof assembly shall include the following constructionfeatures:A. Steel Roof Deck - Max 3 in. (76 mm) deep galv steel fluted roof deck.B. Roof Insulation - For P900 Series Designs, min 2-1/4 in. (57 mm) thick poured insulating concrete, as measured from

the top roof deck. For P700 Series Designs, roof insulation shall be as specified in the individual design.C. Structural Steel Support - Steel beam, as specified in the individual P700 or P900 Series Floor-Ceiling Design, used to


of wall and spaced max 24 in. (610 mm) on center. Z-shaped bars are nom 1-1/2 to 2 in. (38 to 51 mm) deep and formedfrom min 16 gauge painted or galvanized steel. Channels are nom 1-1/2 in. (38 mm) or 2 in. (51 mm) deep and formedfrom min 16 gauge painted or galvanized steel. Each bar or channel welded to steel beam and welded, bolted orscrewed to ceiling runner of wall. Each bar or channel shall be fully covered with spray applied fire resistive material tothe minimum thickness of material required on the flanges of the steel beam.

E. Steel Lath - Nom 3/8 in. (10 mm) diamond mesh expanded steel rib lath having a nom weight of 3.4 lb/yd2 (1.8 kg/m2)shall be installed over and attached to the steel attachment clip bars or channels (Item 1AD) to completely cover theexposed area from the flange tip of the steel beam to the end of the bar/channel framing extending beyond the wallsurface. The lath shall be secured with steel fasteners or tie wire and shall be fully covered with spray applied fireresistive material (Item 1AF).

F. Spray-Applied Fire Resistive Material* - After installation of steel attachment clip and steel lath (Items 1AD and 1AE)surfaces of the roof deck to be sprayed with the thickness of material specified in the individual P700 Series Design. ForP900 Series Designs structural steel supports, steel attachment clip and steel lath only to be sprayed in accordance withthe specifications in the individual P900 Series Design. The flutes of the steel roof deck are to be filled with materialacross the entire top flange of the steel beam. Each bar or channel attachment clips (Item 1AD) shall be fully coveredwith spray applied fire resistive material to the minimum thickness of material required on the flanges of the steel beam.The thickness of material applied to the expanded steel lath shall be sufficient to completely fill the spaces between thebar/channel attachment clip above the wall. Additional material shall be applied to the web of the steel beam on eachside of the wall. The min total thickness of material applied to each side of the steel beam web shall be 13/16 in. (21 mm)for 1 hr fire rated assemblies and 1-3/8 in. (35 mm) for 2 hr fire rated assemblies.




The hourly fire rating of the roof assembly shall be equal or greater than the hourly fire rating of the wallassembly.



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2. Shaft Wall Assembly - The 1 or 2 hr fire rated shaft wall assembly shall be constructed of the materials and in the mannerdescribed in the individual U400, V400 or W400 Series Wall and Partition Design in the UL Fire Resistance Directory. Thewall shall include the following construction features:A. Floor, Wall and Ceiling Runners - "J"-shaped runner, min 2-1/2 in. (64 mm) wide with unequal legs of 1 in. (25 mm)

and 2 in. (51 mm), fabricated from min 24 MSG galv steel. Runners positioned with short leg toward finished side of wall.Runners attached to walls and floor with steel fasteners spaced max 24 in. (610 mm) OC. Flange height of ceiling runnershall be min 1/4 in. (6 mm) greater than max extended joint width. Ceiling runner is secured to steel attachment clip (Item1D or 1AD) with steel fasteners or welds spaced max 24 in. (610 mm) OC. Ceiling runner to be installed parallel withstructural steel support and located such that a max clearance of 8 in. (203 mm) is present between the finished wall andthe flange of the steel beam (Item 1C). As an alternate to the "J"-shaped floor runner, a min 2-1/2 in. (64 mm) wide by 1or 1-1/4 in. (25 or 32 mm) deep channel formed from min 24 MSG galv steel may be used.

A1. Light Gauge Framing* - Slotted Ceiling Track - (Not Shown) - As an alternate to ceiling runner in Item 2A, slottedceiling track shall consist of galv steel channels with slotted flanges. Slotted ceiling track sized to accommodate steel"C-H" studs (Items 2B). Slotted ceiling track is secured to steel attachment clip (Item 1D or 1AD) with steel fasteners orwelds spaced max 24 in. (610 mm) OC. Ceiling runner to be installed parallel with structural steel support and locatedsuch that a max clearance of 8 in. (203 mm) is present between the finished wall and the flange of the steel beam (Item1C).








B. Steel Studs - "C-H"-shaped steel studs to be min 2-1/2 in. (64 mm) wide and formed of min 24 MSG galv steel. Studscut 1/2 to 1-1/4 in. (13 to 32 mm) less in length than assembly height with bottom nesting in and resting on floor runnerand with top nesting in slotted ceiling track. Studs spaced 24 in. (610 mm) OC. After installation of gypsum board linerpanels (Item 2AD), studs secured to flange of floor runner on finished side of wall only with No. 6 by 1/2 in. (13 mm) longself-drilling, self-tapping steel screws. Studs secured to flange of slotted ceiling track on finished side of wall only withNo. 8 by 1/2 in. (13 mm) long self-drilling, self-tapping wafer head steel screws at slot midheight.

C. Gypsum Board* - 1 in. (25 mm) thick by 24 in. (610 mm) wide gypsum board liner panels as specified in the individualU400 or V400-Series Wall and Partition Design. Panels cut 1 in. (25 mm) less in length than floor to ceiling height.Vertical edges inserted in "H"-shaped section of "C-H" studs. Free edge of end panels attached to long leg of "J" runner(Item 2AA) with 1-5/8 in. (41 mm) long Type S steel screws spaced max 12 in. (305 mm) OC.

D. Gypsum Board* - Gypsum board sheets, 1/2 or 5/8 in. (13 or 16 mm) thick, applied vertically or horizontally in one ortwo layers on finished side of wall as specified in the individual U400 or V400-Series Wall and Partition Design. A max 1in. (25 mm) gap shall be maintained between the top of the gypsum board and the bottom surface of the concrete floor.The screws attaching the gypsum board layers to the C-H studs shall be located 1-1/2 in. (38 mm) below the bottom ofthe slotted ceiling track (Item 2AC). No gypsum board attachment screws are to penetrate the slotted ceiling track.

The hourly fire rating of the joint system is equal to the hourly fire rating of the wall.

Configuration A3. Joint System - Max separation between bottom plane of spray-applied fire resistive material on the steel attachment

clip (Item 1D) and the top of the gypsum board is 1-1/2 in. (38 mm). The movement capability of the joint system is 50percent compression or extension. The joint system shall consist of forming and fill materials, as follows:



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A. Forming Material* - Nom 4 pcf (64 kg/m3) density mineral wool batt insulation. Sections of mineral wool batt cut to a 1in. (25 mm) width thickness, compressed a min of 50 percent in thickness and inserted cut-edge first into the gap abovethe gypsum liner panel (Item 2C). Strips of mineral wool batt insulation cut to width of gypsum board layers (Item 2D),compressed 50 percent in thickness and installed cut-edge first into gap between the top of the gypsum board and thebottom plane of the spray applied fire resistive material (Item 1F or 1AF) on finished side of wall assembly.


ROCK WOOL MANUFACTURING CO - Delta Safing Insulation




B. Fill, Void or Cavity Material* - Sealant - A min 1/8 in. (3 mm) wet thickness (min 1/16 in. or 1.6 mm dry thickness) of fillmaterial applied to completely cover forming material and to overlap min 1/2 in. (13 mm) onto wall and min 2 in. (51 mm)onto spray-applied fire resistive material. For shaft walls (Item 2A, Not Shown), spray applied to cover mineral wool battinsulation on finished side of wall.


Configuration B3. Joint System - Max separation between bottom plane of spray-applied fire resistive material on the steel attachment

clip (Item 1D) and the top of the gypsum board is 3/4 in. (19 mm) or 1 in. (25 mm). The joint system is designed toaccommodate a max 100 percent compression or extension from its installed width as measured between bottomplane of the protective material on the steel beam and the top of the gypsum board or max 100 percent compression(only) from its installed width when the joint width is greater than 3/4 in. The joint system consists of the following:A. Forming Material* - Nom 3/16 in. (4.8 mm) thick by 4 in. (102 mm) high joint forming material profile installed within and

on the finished side of the wall assembly. Profile installed on the shaft side of the wall by first marking a line across thetop of the wall 3 in. (76 mm) below the web of the "J" runner or ceiling runner channel on the interior surface of thegypsum liner. Joint profile material on shaft side positioned with its top edge against the web of the ceiling runner with itsbottom edge on the line scribed on the shaft liner. Profile installed on the finished side of the wall by first marking a lineacross the top of the wall 3 in. (76 mm) below the bottom plane of the spray-applied fire resistive material. Joint profilematerial on finished side positioned with its top edge against the underside of the spray-applied fire resistive materialwith its bottom edge on the line scribed on the finished side of the wall assembly. Bottom of the joint profile attached togypsum liner panel and gypsum board with nom 1/2 in. (13 mm) long steel staples spaced not greater than 8 in. (203mm) OC. Adjoining lengths of profile to overlap approx 3/4 in. (19 mm) at shiplapped ends.


B. Fill, Void or Cavity Material*- Sealant - Min 1/8 in. (3.2 mm) wet thickness (min 1/16 in. or 1.5 mm dry thickness) ofelastomeric spray applied to cover forming material (Item 3A) within wall cavity and on finished side of wall. Maintain min1/2 in. (13 mm) overlap onto surrounding substrates with min 2 in. (51 mm) overlap onto spray applied fire resistivematerial on finished side of wall.





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5 5HW-D-0645

1. Wall Assembly - Min 6 in. (152 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) structuralconcrete. Additionally, thickness of concrete wall shall be equal to or greater than thickness of gypsum board wall. Wall mayalso be constructed of any UL Classified Concrete Blocks*.See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers.

2. Wall Assembly - The 1 or 2 h fire-rated gypsum board/steel stud wall assembly shall be constructed of the materials and in themanner specified in the individual U400, V400 or W400 Series Wall and Partition Design in the UL Fire Resistance Directoryand shall include the following construction features:A. Studs - Min 3-1/2 in. (89 mm) wide steel studs spaced max 24 in. (610 mm) OC.B. Gypsum Board* - The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as

specified in the individual Wall and Partition Design in the UL Fire Resistance Directory.The hourly ratings of the joint system are equal to the hourly rating of the gypsum wall assembly.

CONFIGURATION A3. Joint - Max width of joint (at time of installation) is 4 in. (102 mm). The joint system is designed to accommodate for various

percentages in compression or extension from its installed width depending on the product used (See Table Below). The jointsystem shall consist of forming and fill materials as follows:



RFebruary 28, 2014

1 2

Ì80WWDÇ*zÈANÇ"<.ÇÎ

WW-D-1090


3B1 2A

2B3A

3B1 2A

2B3A

System No. WW-D-1090

ANSI/UL2079


Nominal Joint Width - 4 in. (102 mm)

Class II Movement Capabilities - 7, 15 and 25 % Compression orExtension (See Item 3)



CAN/ULC S115

F Rating - 1 and 2 Hr (See Item 2)




Nominal Joint Width - 4 in. (102 mm)

Class II Movement Capabilities - 7, 15 and 25 % Compressionor Extension (See Item 3)



A. Forming Material* - Min 4 pcf (64 kg/m3) mineral wool batt insulation installed in joint opening as a permanent form. Piecesof batt cut to min width of 4 in. (102 mm) and installed edge-first into joint opening, parallel with joint direction, such that battsections are compressed min 50 percent in thickness and such that the compressed batt sections are recessed from eachsurface of the wall to accommodate the required thickness of fill material (Item 3B). Adjoining lengths of batt to betightly-butted with butted seams spaced min 16 in. (406 mm) apart along the length of the joint.




ROXUL INC - SAFE


B. Fill, Void or Cavity Material* Sealant - Min 5/8 in. (16 mm) thickness of fill material installed on each side of the wallbetween the side of the gypsum board and the face of the concrete wall assembly, flush with each surface of the gypsumwall.

SPECIFIED TECHNOLOGIES INC - SpecSeal ES Sealant, SpecSeal LC150 Sealant, SpecSeal LCI Sealant and SpecSealSIL300 Series Sealant

The Movement Capabilities for each product are shown in following table:

CONFIGURATION B3. Joint - Max width of joint (at time of installation) 4 in. (102 mm). The joint system is designed to accommodate a max 25%

in compression or extension from its installed width. The joint system shall consist of forming and fill materials as follows:A. Forming Material* - Sections of min 4 pcf (64 kg/m3) density mineral wool batt compressed 50 percent in thickness and

installed cut edge first to completely fill the gap between the gypsum board and the concrete wall. The forming material shallbe installed flush with both surfaces of wall.




ROXUL INC - SAFE


B. Fill, Void or Cavity Material* - Sealant - Min 1/16 in. (1.6 mm) dry thickness (1/8 in. or 3.2 mm wet thickness) of fillmaterial spray applied over the forming material (Item 3A) on each side of the wall and overlap a min 1/2 in. (13 mm) ontogypsum board and concrete wall on both sides of the wall.



ProductExtension

15ES Sealant

Compression

25

7

25

25

15

0

7

25

0

Movement Capabilities, %

ES Sealant

LC150 Sealant

LCI Sealant

SIL300 Sealant



RFebruary 28, 2014

2 2WW-D-1090

1. Wall Assembly - Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3)structural concrete.

2. Wall Assembly - The 1 or 2 hr fire-rated gypsum board/steel stud wall assembly shall be constructed of the materials and inthe manner specified in the individual U400, V400 or W400 Series Wall and Partition Design in the UL Fire ResistanceDirectory and shall include the following construction features:A. Steel Runners - Steel runners shall consist of min 25 gauge galv steel channels sized to accommodate steel studs (Item

2B). Steel runner to be provided with 1-1/4 in. (32 mm) flanges. Steel runner secured to concrete wall assembly with steelconcrete fasteners spaced 12 in. (305 mm) OC.

B. Studs - Steel studs to be min 3-1/2 in. (89 mm) wide. Studs cut 1/2 to 3/4 in. (13 to 19 mm) less in length than the assemblyheight with the bottom nesting in and resting on floor runner and with the top nesting in the ceiling runner withoutattachment. First stud adjacent to the concrete wall assembly to be located max 4 in. (102 mm) from the surface of theconcrete wall. Stud spacing not to exceed 24 in. (610 mm) OC.

C. Gypsum Board* - Gypsum board sheets installed to a min total thickness of 5/8 in. (16 mm) and 1-1/4 in. (32 mm) on eachside of wall for 1 and 2 hr fire rated assemblies, respectively. Wall to be constructed as specified in the individual Wall andPartition Design in the UL Fire Resistance Directory, except that a max 3/4 in. (19 mm) gap shall be maintained between theside of gypsum board and face of concrete wall assembly. The screws attaching the gypsum board to the first stud shall belocated 4 in. (102 mm) from face of concrete wall assembly. Gypsum board not attached to side runner.The hourly ratings of the joint system are equal to the hourly rating of the gypsum wall assembly.



RFebruary 28, 2014

1 2

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WW-D-0103

1

2A2C

3C2B

1

2A2C

3B2B

3A


System No. WW-D-0103

ANSI/UL2079


Nominal Joint Width - 3/4 in. (19 mm)

Class II Movement Capabilities - 7, 12.5, 25 and 40 %Compression or Extension (See Item 3)



CAN/ULC S115

F Rating - 1 and 2 Hr (See Item 2)




Nominal Joint Width - 3/4 in. (19 mm)

Class II Movement Capabilities - 7, 12.5, 25 and 40 %Compression or Extension (See Item 3)



CONFIGURATION A3. Joint - Max separation between the side of the gypsum board and the face of the concrete wall assembly is 3/4 in. (19 mm).

The joint system is designed to accommodate for various percentages in compression or extension from its installed widthdepending on the product used (See Table Below). The joint system shall consist of forming and fill materials as follows:A. Bond Breaker Tape - (Not shown) - Polyethylene tape supplied in rolls. Tape applied to flanges of steel runners (Item 2A)

to prevent bonding of the sealant to steel runners. Bond breaker tape is optional when movement capability of the joint islimited to compression only.

B. Forming Material - (Optional, Not Shown) - In 2 hr fire rated wall assemblies, foam backer rod friction fit into joint openingand recessed minimum 5/8 in. (16 mm) from each surface of wall.

C. Fill, Void or Cavity Material* Sealant - Min 5/8 in. (16 mm) thickness of fill material installed on each side of the wallbetween the side of the gypsum board and the face of the concrete wall assembly, flush with each surface of the gypsumwall.

SPECIFIED TECHNOLOGIES INC - SpecSeal ES Sealant, SpecSeal LC150 Sealant, SpecSeal LCI Sealant and SpecSealSIL300 Series Sealant

The Movement Capabilities for each product are shown in following table:

CONFIGURATION B3. Joint - Max separation between the side of the gypsum board and the face of the concrete wall assembly is 3/4 in. (19

mm). The joint system is designed to accommodate a max 40% compression or extension from its installed width. Thejoint system shall consist of forming and fill materials as follows:A. Forming Material* - Sections of min 4 pcf (64 kg/m3) density mineral wool batt compressed 50 percent in thickness and

installed cut edge first to completely fill the gap between the gypsum board and the concrete wall. The forming material shallbe installed flush with both surfaces of wall.




ROXUL INC - SAFE


B. Fill, Void or Cavity Material* - Sealant - Min 1/16 in. (1.6 mm) dry thickness (1/8 in. or 3.2 mm wet thickness) of fillmaterial spray applied over the forming material (Item 3A) on each side of the wall and overlap a min 1/2 in. (13 mm) ontogypsum board and concrete wall on both sides of the wall.



ProductExtension %

12.5ES Sealant

Compression %

25

7

25

12.5

12.5

0

7

12.5

0

Movement Capabilities

ES Sealant

LC150 Sealant

LCI Sealant

SIL300 Sealant



RFebruary 28, 2014

2 2WW-D-0103

25 0SIL300 Sealant

1Technical Service 1-800-992-1180www.stifirestop.com

�

SERIES AS200 ELASTOMERIC SPRAY

PRODUCT DATA SHEET

APPLICATIONSSpecSeal® Elastomeric Spray is designed primarily for

the protection of construction joints, curtain wall safing

gaps, and certain through-penetrations.

PRODUCT DESCRIPTIONSpecSeal® Series AS200 Elastomeric Spray is a non-halogenated latex-based, highly elastomeric coating designed to provide passive smoke and fire protection in construction joints.

SpecSeal® Series AS200 Elastomeric Spray is engineered to adhere to virtually all construction surfaces and may be applied using airless spray equipment or with a brush (ideally for, but not limited to, small applications or touch ups).

SpecSeal® Series AS200 Elastomeric Spray dries to form a flexible shield against the propagation of fire. Its premium latex binder system is totally resistant to water and will not re-emulsify after drying. SpecSeal® Series AS200 Elastomeric Spray contains no inorganic fibers, asbestos, solvents.

• Water-Based for easy installation and cleanup

• Non-halogenated.

• Thixotropic for high-build application.

• Auto Bonding. • Safe... no solvents! No asbestos!

• Flexible! • Water Resistant!• Low Abrasion for longer pump life and less maintenance.

• UL Classified.

• Tested with spray applied fire resistive materials (SFRM).

• Paintable

FEATURES

When applied to a wet film thickness of 1/8" (3.2 mm) over appropriate backing materials, SpecSeal® Series AS200 Elastomeric Spray has been successfully tested in one, two, three and four hour joints tested in accordance with ASTM E1966 (ANSI/UL2079) and CAN/ULCS115. This product has also been tested for use in Perimeter Fire Barrier Systems in accordance with ASTM E2307. Consult factory for individual system designs and application requirements.

LIMITATIONS: Use product as per manufacturer’s instructions. Use only in applications per the manufacturer’s tested and published designs or specific recommendations. End user must ultimately determine the suitability of the product and designs to his specific requirement and assumes responsibility for its use. PRODUCT CONTAINS WATER AND IS CONDUCTIVE UNTIL DRY. DO NOT APPLY IN THE PRESENCE OF EXPOSED OR ENERGIZED ELECTRICAL CONDUCTORS.

PERFORMANCE

PHYSICAL PROPERTIES

STI Product Data Sheet • Series AS200 Elastomeric Spray • FOD-5042-1292

PROPERTIES: SERIES AS SPRAYColor Pale Blue and Red

Odor Mild Latex

Specific Gravity 1.3

Solids Content by Weight

Solids Content by Volume

74%

66.4%

Flame Spread 0*

Smoke Developed 25*

Movement ±50%**

Coverage 12.8 sq ft/gal @ 1/8˝ (0.31 sq m/L @ 3.2 mm)

Viscosity 110,000 cps

pH 7.5

PROPERTIES: SERIES AS SPRAYSolvent Content None

Plasticizer None

In-Service Temp. ≤185° F (85° C)

Storage Temp. 40°F (4°C) - 95°F (35°C)

Drying Time Tack Free 2 Hours

Dry Through 24-48 HoursA

STC Rating 61

VOC ContentB 10 g/L

Shelf Life 18 Months

* Tested to ASTM E84 (UL723) @ 14% coverage.**500 Cycles per UL2079, AC30 (ICBO) and ASTM E1399A Dependent on temperature and humidity.BPer ASTM D3960 EPA Fed. Reference Method 24

FILL, VOID OR CAVITY MATERIALS FOR USE IN JOINT SYSTEMS & THROUGHPENETRATION FIRESTOP

SYSTEMS. SEE UL FIRE RESISTANCE DIRECTORY.

3L73

FBC™ System Compatible indicates that this product has been tested, and is monitored on an ongoing basis, to assure its chemical compatibility with FlowGuard Gold®, BlazeMaster® and Corzan® pipe and fittings. FBC, FlowGuard Gold, BlazeMaster and Corzan are licensed trademarks of The Lubrizol Corporation.

2 Technical Service 1-800-992-1180www.stifirestop.com


FIG. 2: SLAB-EDGE SAFING GAP APPLICATIONS

UL System No. CW-S-2061F Rating – 2 Hr • T Rating – 1/4 HrLinear Opening Width - 8 In Max

L Rating At Ambient - Less than 1 CFM/Lin FtL Rating At 400o F - Less Than 1 CFM/Lin Ft

FIG. 1: METALLIC PIPE PENETRATIONS - CONCRETE/MASONRY FLOORS & WALLS

UL System No. C-AJ-1318F Rating – 2 Hr • T Rating – 0 Hr

Steel or Iron Pipe: <12", Copper Pipe: <6"Annulus: Point Contact to 2"

Forming Material: Nom 4 pcf mineral wool to 4" depthSpray Depth: 1/8" wet depth (+1/2" overlap)

UL System No. HW-D-0043Assembly Ratings - 1,2,3 and 4 Hr.Nominal Joint Widths - 1 and 2 In.

L Rating At Ambient - Less than 1 CFM/Lin Ft.L Rating At 400o F - Less Than 1 CFM/Lin Ft.Class II Movement Capabilities - 40 or 50%

Compression and extension.

FIG. 3: HEAD-OF-WALL APPLICATIONS

3Technical Service 1-800-992-1180www.stifirestop.com


AVAILABILITY

MAINTENANCEInspection: Installations should be inspected periodically for subsequent damage. Following safety precautions listed below (See Precautionary Information) and pertinent installation guidelines, remove coating in damaged areas down to undamaged material. Reapply fresh coating material to original coating thickness.

TECHNICAL SERVICE

Specified Technologies Inc. provides toll free technical support to assist in product selection and appropriate installation design. UL Systems, Material Safety Data Sheets and other technical information is available at the Technical Library at www.stifirestop.com.

PRECAUTIONARY INFORMATION

Consult Material Safety Data Sheet for additional information on the safe handling and disposal of this material. Wash areas of skin contact with soap and water. Avoid contact with eyes. The use of an OSHA or NIOSH approved mask for dust and mist environment is recommended. Apply in areas with adequate ventilation.

SpecSeal® Series AS200 Elastomeric Spray is available worldwide from authorized distributors. Consult factory for the names and locations of the nearest sales representatives or distributors..

GENERAL: Areas to be protected must be clean and free of oil, loose dirt, rust or scale. Recommended storage temperatures range between40°F (4°C) and 95°F (35°C). Installation temperature shall be between 40˚F (4˚C) and 95˚F (35˚C). Although not a requirement, the optimal application temperature range is 60°F (16°C) to 90°F (32°C). When applying product at the lower end of the temperature range, warming the material to 70°F (21°C) will enhance drying characteristics. Drying time will vary according to prevailing temperature and humidity. Allow to thoroughly dry before exposure to moisture.

Consult appropriate manufacturer’s drawing for system design requirements. Forming or packing materials are required as an integral part of various system designs.

Coating may be applied by airless spray in a single pass up to 3/16" (4.8mm) wet coating depth. If applying by brush or spraying on vertical surfaces where coating appears to be prone to slumping, multiple coats or the application of a thin tack coat may be required. DO NOT ATTEMPT TO THIN PRODUCT BY ADDING WATER. When dry, may be painted using most non-solvent based paints.

INSTALLATION INSTRUCTIONS

SPECIFICATIONS

The fire protective joint coating shall be a water-based, non-halogenated elastomeric coating and shall contain no solvents, inorganic fibers, nor asbestos. The coating shall dry to form a flexible, moisture resistant film and shall adhere to all common construction surfaces. The coating shall provide up to 50 percent movement. The coating shall be thixotropic and shall be capable of being applied by brush or by airless spray. The approved coating shall be SpecSeal® Series AS200 Elastomeric Spray.

SPECIFIED DIVISIONS

DIV. 7 07 84 00 Through-Penetration Firestopping

DIV. 4 04 22 00 Concrete Unit Masonry

DIV. 7 07 21 00 Thermal Insulation

DIV. 8 08 44 00 Curtain Wall and Glazed Assemblies

4 Technical Service 1-800-992-1180www.stifirestop.com

STI Product Data Sheet • Series AS200 Elast Spray • FOD-5042 01/2012

Important Notice: All statements, technical information, and recommendations contained herein are based upon testing believed to be reliable, but the accuracy and completeness thereof is not guaranteed.

WARRANTY: Specified Technologies Inc. manufactures its goods in a manner to be free of defects. Should any defect occur in its goods (within one year), Specified Technologies Inc., upon prompt notification, will at its option, exchange or repair the goods or refund the purchase price.

Limitations and Exclusions: THIS WARRANTY IS IN LIEU OF ALL OTHER REPRESENTATIONS EXPRESSED OR IMPLIED (INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR USE) AND UNDER NO CIRCUMSTANCES SHALL SPECIFIED TECHNOLOGIES INC. BE RESPONSIBLE FOR ANY INCIDENTAL OR CONSEQUENTIAL PROPERTY DAMAGE OR LOSSES. PRIOR TO USE, THE USER SHALL DETERMINE THE SUITABILITY OF THE PRODUCT FOR ITS INTENDED USE, AND THE USER ASSUMES ALL RISKS AND LIABILITY FOR SUBSEQUENT USE.No statement or recommendation not contained herein shall have any force or effect unless in an agreement signed by officers of seller and manufacturer.

MADE IN THE USA – COPYRIGHT © 2012 SPECIFIED TECHNOLOGIES INC.

ORDERING INFORMATION

SpecSeal® Elastomeric Spray is available in 5 gal. pails, 55 gal. drums are available on a special order basis.

AS205 Pale Blue Color 5 gal. Pail 1,155 cu. in. (19 liters)AS205R Red Color 5 gal. Pail 1,155 cu. in. (19 liters)

CITY OF NEW YORK MEA 310-99-M

210 Evans Way, Somerville NJ 08876 USA • Phone: 800.992.1180 • Fax: 908.526.9623

TABLE A: APPLICATION EQUIPMENT

NOTICE: Spray application of SpecSeal Elastomeric Spray requires airless spray equipment meeting the following specifications:

Working Pressure: Min. 2500 PSI (172 Bar)

Delivery: Min. .72 U.S. gpm (2.7 l/min.) recommended

Spray Tip Orifice: 0.023˝ to 0.026˝ (0.58 to 0.66 mm) recommended

Wetted Parts All seals and contact surfaces suitable for contact with latex emulsions.

A minimum 3/8˝ (9.5 mm) fluid line is required, a 1/2˝ (13 mm) line is preferred. Consult pump manufacturer for long hose runs or lifts to higher elevations. A reversible spray tip is recommended. A 6˝ (152 mm) fan pattern is suggested to minimize overspray.

The following airless spray equipment has demonstrated suitability for application of this product. STI makes no warranties concerning the suitability or use of this equipment and has no affiliation of any kind with its manufacturer.

Manufacturer Model Number & Description

Titan Tool Inc. 740ix Electric Airless Sprayer

Graco Inc. Ultra Max II 695 Electric Airless Sprayer

Material Safety Data Sheet ___________________________________________________

28-AUGUST-2013

SpecSeal® AS200 ELASTOMERIC SPRAY

CHEMICAL PRODUCT/COMPANY IDENTIFICATION Material Identification PRODUCT NAME …… ........................................SpecSeal® AS200 SPRAYCHEMICAL FAMILY .............................................Mixture

Company Identification

MANUFACTURER/DISTRIBUTOR Specified Technologies Inc.210 Evans WaySomerville, NJ 08876

PHONE NUMBERS Product Information : 1-908-526-8000 Emergency : 1-800-255-3924

HAZARDS IDENTIFICATION

***********EMERGENCY OVERVIEW************ * Possible skin and eye irritant. Paste. *

*******************************************************Potential Health Effects:EYE: Contact may cause irritation.SKIN: Contact may cause irritation.INGESTION: Relatively non-toxic.INHALATION: Irritation of the nose, throat, and lungs may result from over-exposure to vapors or mist. CHRONIC (CANCER) INFORMATION: Not classified as carcinogenic.LONG TERM TOXIC EFFECTS: None known.

COMPOSITION/INFORMATION ON INGREDIENTS

Proprietary mixture containing in part: INGREDIENT NAME CAS NUMBER ACRYLIC COPOLYMER Non Hazardous CALCIUM CARBONATE 1317-65-3 TITANIUM DIOXIDE 13463-67-7 ALUMINA TRIHYDRATE 21645-51-2

Page 1 of 3 MSDS - SpecSeal® SERIES AS200 Elastomeric Spray FOD-5043

FIRST AID MEASURES

First Aid

INHALATION: Remove to fresh air. SKIN CONTACT: Wash thoroughly. EYE CONTACT: Irrigate eyes with running water for at least 15 minutes. Get medical attention if irritation develops.INGESTION: None applicable.

FIRE FIGHTING MEASURES

Not a fire hazard.

EXTINGUISHING MEDIA………………….……...…Dry Chemical; Carbon Dioxide; Foam; Water spray for large fires.SPECIAL FIRE FIGHTING PROCEDURES:……As for surrounding fire.

ACCIDENTAL RELEASE MEASURES

Safeguards (Personnel) NOTE: Review FIRE FIGHTING MEASURES and HANDLING (PERSONNEL) sections before proceeding with clean-up. Use appropriate PERSONAL PROTECTIVE EQUIPMENT during clean-up.

HANDLING AND STORAGE

Store under ambient conditions. No special handling required.

EXPOSURE CONTROLS/PERSONAL PROTECTION

EYE PROTECTION REQUIREMENTS: ................Safety glasses/goggles.SKIN PROTECTION REQUIREMENTS: ..............Gloves.RESPIRATOR REQUIREMENTS: ........................None.VENTILATION REQUIREMENTS: ........................If needed, use local exhaust ventilation to keep airborne concentrations below the

TLV.Exposure Guidelines Exposure Limits PEL(OSHA) : Particulates (Not Otherwise Classified) 15 mg/m3, 8 Hr. TWA, total dust 5 mg/m3, 8 Hr. TWA, respirable dust TLV(ACGIH): None Established

PHYSICAL AND CHEMICAL PROPERTIES

PHYSICAL FORM…………………………… ..............PasteSPECIFIC GRAVITY………………………………… ..1.25PERCENT VOLATILES .............................................23+/-2EVAPORATION RATE ..............................................>1BOILING POINT………………………………… ........ 100 deg. CSOLUBILITY IN WATER ........................................... Infinitely dilutableCARB VOC (Calculated) ..........................................0.48 Wt.%SCAQMD VOC (US EPA Method 24) .......................10 Grams/Liter

STABILITY AND REACTIVITY STABILITY: ...............................................................This is a stable material.CONDITIONS TO AVOID .........................................Storage >55 deg. CHAZARDOUS POLYMERIZATION: ..........................Will not occur.INCOMPATIBILITIES:........ .. ....................................None special

TOXICOLOGICAL INFORMATION

Mixture not tested but based on components:May be irritating to skin and eyes and may produce symptoms of nausea in poorly ventilated areas.None of the components are listed as carcinogens.


ECOLOGICAL INFORMATION No data.

DISPOSAL CONSIDERATIONS Waste Disposal: Treatment, storage, transportation, and disposal must be in accordance with applicable Federal, State/Provincial, and Local regulations.

TRANSPORTATION INFORMATIONDOT – not regulated.

REGULATORY INFORMATION U.S. Federal Regulations TSCA Inventory Status : Reported/Included. Section 313 Supplier Notifications. This product contains no toxic chemicals subject to the reporting requirements of Section 313 of the Emergency Planning and Community Right-To-Know Act of 1986 and of 40 CFR 372

OTHER INFORMATION NPCA-HMIS Rating Health : 1 Flammability : 0 Reactivity : 0Personal Protection rating to be supplied by user depending on use conditions.

STATE RIGHT-TO-KNOW LAWS No substances on the state hazardous substances list, for the states indicated below, are used in the manufacture of products on this Material Safety Data Sheet, with the exceptions indicated. While we do not specifically analyze these products, or the raw materials used in their manufacture, for substances on various state hazardous substances lists, to the best of our knowledge the products on this Material Safety Data Sheet contain no such substances except for those specifically listed below:

SUBSTANCES ON THE NEW JERSEY WORKPLACE HAZARDOUS SUBSTANCE LIST PRESENT AT A CONCENTRATION OF 1% OR MORE (0.1% FOR SUBSTANCES IDENTIFIED AS CARCINOGENS, MUTAGENS OR TERATOGENS): Alumina, Titanium Dioxide. WARNING: SUBSTANCES KNOWN TO THE STATE OF CALIFORNIA TO CAUSE CANCER: None Known.. WARNING: SUBSTANCES KNOWN TO THE STATE OF CALIFORNIA TO CAUSE BIRTH DEFECTS OR OTHER REPRODUCTIVE HARM: None known.

This information relates to the specific material designated and may not be valid for such material used in combination with any other materials or in any process. Such information is to the best of our knowledge and belief accurate and reliable as of the data compiled. However, no representation, warranty, or guarantee is made as to its accuracy, reliability or completeness. It is the user’s responsibility to satisfy himself as to the suitability and completeness of such information for his own particular use. We do not accept liability for any loss or damage that may occur form the use of this information.

Responsibility for MSDS : Specified Technologies Inc.210 Evans WaySomerville, NJ 08876


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