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HomeMy WebLinkAboutA010 Assembly DescriptionsProject: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateTHE CONCOURSECarmel, IN 46032550 Monon BlvdPEDCOR DESIGN GROUP LLC Assembly Descriptions THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2023 JAMES R. STUTZMAN, AIA, Carmel, Indiana. 02/03/2023 A 0 10 CITY REVIEW Revision ID Transmittal Set Date Transmittal Set Name Change Name Change ID 01 2/3/23 Carmel Review Friday, February 3, 2023, BIMcloud: pedcordesign - BIMcloud as a Service/Concourse/CONCOURSENOT FORCONSTRUCTIONPage 3 of 6 NER-258 vertical joints being offset at least 3 inches. Joints need not be taped or finished on inside. Alternative Construction: As an alternative for all of the above described constructions. Imperial Gypsum Base of the same thickness and core type shall be substituted for the gypsum panels. Joints on the face layer, other than the inside of shaft or duct partitions, may be covered with tape and the entire surface is covered with a minimum of 1/16 inch of USG Veneer Plaster (Imperial or Diamond Interior Finish) in accordance with manufacturer’s directions. G. USG Cavity Shaft Wall System To provide a fire-resistive protection to corridor ceilings or the underside of stairs. USG “J” runners are attached to all existing horizontal and vertical framing intersected at the boundaries of the area to be protected. The “J” runners are attached to the existing framing members using mechanical fasteners spaced at a maximum of 24 inches on center and having an assigned design load of 200 pounds in either shear or pullout. USG C-H studs of the required gauge are attached to the “J” runners at 24 inches on center by means of two Types S-12, 1/2-inch panhead screws to frame the walls and/or soffits of the enclosures. Corners of the enclosure which do not intersect existing framing are built up of two “J” runners fastened together with two Type S-12, 1/2-inch panhead screws at 24 inches on center. The USG C- H studs are fastened to the “J” runners as previously described. One-inch-thick SHEETROCK brand Gypsum Liner Panels, 24 inches wide, is installed on the interior face of the enclosure within the slots of the C-H studs. No screw attachments are required. Where the Gypsum Liner Panel intersects the “J” runners against the existing horizontal and/or vertical framing, 15/8-inch Type S screws are installed at a maximum of 12 inches on center. Gypsum panels are attached to the exterior surfaces of the framing in the manner required for the fire- resistive rating as follows: 1. One-hour construction c onsists of one layer of 5/8 inch SHEETROCK FIRECODE® Type C gypsum panels applied parallel to the C-H studs, with all vertical joint on studs. The panels are fastened to each C-H stud and end “J” runners with 1-inch Type S screws 12 inches on center in the field and at edges. Joints and screw heads on the outer face panels are finished with SHEETROCK Joint Tape and SHEETROCK Joint Compound. 2. Two-hour construction cons ists of a base layer of 1/2-inch SHEETROCK FIRECODE® Type C panels applied parallel to the C-H studs and attached with 1- inch Type S screws at 24 inches on center in the field and at edges. The finish layer of 1/2-inch SHEETROCK FIRECODE® Type C panels are applied either parallel or normal to the C-H studs, with joints staggered 24 inches from the base layer. One and five-eights-inch Type S screws at 12 inches on center in the field and at edges fasten the finish layer. Joints and screw heads on the outer layer only are finished with SHEETROCK Joint Tape and SHEETROCK Joint Compound. H. USG Cavity Shaft Wall for Two-Hour Horizontal Membrane or Horizontal Duct Shaft Protection Basically the same as described in paragraph “G” above, but uses three layers of 1/2 inch SHEETROCK FIRECODE® Type C gypsum panels. (See Figure III-H at the end of this report.) The base layer is applied identical to the base layer described in item G.2. above. The second layer is applied the same as the base layer, except that joints are offset 24 inches and15/8-inch type S screws are 4 inches on center. The face layer is installed perpendicular to the C-H studs with 21/8-inch screws 12 inches on center. Butt joints in face layer fall between C-H studs and are secured with 11/2-inch Type G screws 8 inches on center. Treatment of wallboard joints and fasteners is not necessary. I. Materials USG Steel C-H studs are roll formed from ASTM A 526 steel having a minimum yield strength of 33,000 psi. Cement for laminating - SHEETROCK Setting Type Joint Compound. For taping and sealing joints - SHEETROCK Joint Tape and SHEETROCK Joint Compound. SHEETROCK FIRECODE® is a USG registered trademark for a Type X core gypsum panel. Type C is a USG trademark for an improved Type X core. USG Type C panels may be substituted for any Type X gypsum panel permitted by the code, provided the panel thickness is the same. 4.0 INSTALLATION USG Drywall Shaft Partition Systems shall be installed in accordance with the fire rated assembly details and other information contained in this report. 5.0 IDENTIFICATION Face panels are bundled in two panel groups and bound with a red, white and blue tape with panel designation printed on the tape. SHEETROCK brand Gypsum Liner Panels are shipped unbundled in units with end banding. The face and back paper is green. The long edges are paper wrapped and have a 3/8-inch bevel on top and bottom edge. The back of each liner panel has an Underwriters Laboratories, Inc. Label that denotes UL design U438, lists USG File No. R 1319 and identifies the panel as USG Type SLX (shaft liners fire-rated). 6.0 EVIDENCE SUBMITTED Results of fire-endurance tests conducted in accordance with ASTM E 119. Page 2 of 6 NER-258 an overlap of the wall of not less than 1 inch is maintained. The angles are secured to the framed opening with the same type of screws (2 screws on each side angle 3 inches from each end; 3 screws on each head and sill angle with 1 screw in the center and 1 at each end 3 inches from ends). C. Two-Hour Cavity shaft Wall - Alternative (Nonload- Bearing) 1. Two and one-half-inch-wide, minimum No. 25 gauge “J” floor and ceiling runners. 2. One-inch-thick SHEETROCK brand Gypsum Liner Panels 24 inches wide - no screw attachment. 3. Minimum No. 25 gauge USG STEEL C-H stud. Screws not required to attach stud to runner. E- shaped studs are used fro closure panels at end walls or columns, or in lieu of C-H stud. (If “J” runners are used at end walls, the gypsum liner is fastened at the ends with 15/8 inch Type S screws, 12 inches on center.) The H-Section of C-H stud normally faces shaft. 4. One-half-inch USG SHEETROCK FIRECODE® Type C or 5/8-inch SHEETROCK FIRECODE® Type X gypsum panels applied vertically and attached with 1- inch type S screws at 12 inches on center in field and at edges - 6 inches from top, bottom and ends. Joints and screw heads are finished with SHEETROCK Joint Tape and SHEETROCK Joint Compound on outer layer only, when required for decorative purposes. Vertical joint must be staggered on opposite sides of the walls. D. Two-Hour Cavity Shaft Sound Wall (Nonload- Bearing) STC Over 50 1. Two and one-half-inch wide, minimum No. 25 gauge “J” floor and ceiling runners.] 2. One-inch-thick SHEETROCK brand Gypsum Liner Panels 24 inches wide - no screw attachment. 3. Minimum No. 25 gauge USG Steel C-H stud. Screws not required to attach stud to runner. E-shaped studs are used for closure panels at end walls or columns, or in lieu of C-H stud. (If “J” runners are used at end walls, the gypsum is fastened at the ends with 15/8-inch Type S screws, 12 inches on center.) The H- Section of C-H stud normally faces shaft. 4. One and one-half-inch thick USG THERMAFIBER®Sound Attenuation Blanket. 5. One-half-inch SHEETROCK FIRECODE® Type C or5/8-inch SHEETROCK FIRECODE® Type X gypsum panels applied vertically and attached with 1-inch Type S screws at 12 inches on center. Joints and screw heads are finished with SHEETROCK Joint Tape and SHEETROCK Joint Compound on outer layer only, when required for decorative purposes. Vertical joints in the base layer must be staggered with the vertical joints in the finish layer. 6. USG RC-1 resilient channels at 24 inches on center horizontally and attached with 3/8-inch panhead screws. E. Three-Hour Cavity Sha ft Wall (Nonload-Bearing) 1. Two and one-half-inch-wide, minimum No. 25 gauge “J” floor and ceiling runners. 2. One-inch-thick SHEETROCK brand Gypsum Liner Panels 24 inches wide - no screw attachment. 3. Minimum No. 25 gauge USG Steel C-H stud. Screws not required to attach stud to runner. E-shaped studs are used for closure panels at end walls or columns, or in lieu of C-H stud. (If “J” runners are used at end walls, the gypsum liner is fastened at the ends with15/8 inch Type S screws, 12 inches on center.) The H- Section of C-H stud normally faces shaft. 4. Gypsum panels attached as follows: a. Base layer: 5/8 inch SHEETROCK FIRECODE®Type C gypsum panels applied vertically or horizontally with 1 inch Type S screws at 24 inches on center in field and at edges. b. Middle layer: 5/8 inch SHEETROCK FIRECODE®Type C gypsum panels applied vertically or horizontally with 15/8 inch Type S screws at 24 inches on center in field and at edges. When applied vertically the joints must be staggered with the base and finish layer joints. c. Finish layer: 5/8 inch USG SHEETROCK FIRECODE® Type C gypsum panels applied vertically or horizontally and attached with 21/4inch Type S screws at 16 inches on center in field and at edges - 6 inches from top, bottom and ends. Joint and screw heads on outer layer only are finished with SHEETROCK Joint Tape and SHEETROCK Joint Compound systems, when required for decorative purposes. SOLID AND VENT SHAFT SYSTEMS F. Two-Hour 2-inch Solid Gypsum Partition (Nonload- Bearing) 1. No. 22 gauge metal angles. 2. One-half-inch USG SHEETROCK FIRECODE Type C gypsum panels laminated to core panels with SHEETROCK Setting Type Joint Compound. 3. One-inch USG V-Edge Gypsum Coreboard 2 feet 0 inch wide (attachment - No. 22 gauge angle: 1 inch Type S screws). 4. No. 22 gauge metal angles. An alternative assembly sequence for F above: Where construction is limited to application of gypsum panels from one side, “L” r unners are anchored to floor and ceiling with suitable attachments at 24 inches on center. If “L” runners frame an opening in concrete, a 2-inch-by-2-inch “L” runner is used to permit fasteners to be driven further from concrete edge. The 1 inch coreboard is fast ened to angle runners with two 11/4-inch Type S screws placed 3 inches in from each edge. Two layers of 1/2 inch USG SHEETROCK FIRECODE® Type C gypsum panels are laminated to one side of 1 inch coreboard with all LEGACY REPORT Business/Regional Office # 5360 Workman Mill Road, Whittier, California 90601 # (562) 699-0543 Regional Office # 900 Montclair Road, Suite A, Birmingham, Alabama 35213 # (205) 599-9800 Regional Office # 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 # (708) 799-2305 ICC Evaluation Service, Inc. www.icc-es.org NER-258 Reissued July 1, 2008 Copyright © 2008 Page 1 of 6 ICC-ES legacy reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, no r are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Legacy report on the BOCA® National Building Code/1990, the 1988 Standard Building Code© with 1989/1990 Revisions, the 1988 Uniform Building Code ™ with 1990 Accumulative Supplement DIVISION: 09—FINISHES Section: 09260—Gypsum Board Assemblies REPORT HOLDER: USG CORPORATION 550 WEST ADAMS STREET CHICAGO, ILLINOIS 60661 EVALUATION SUBJECT: USG Drywall Shaft Partition Systems 1.0 SUBJECT USG® Drywall Shaft Partition Systems 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Fire Resistance 3.0 DESCRIPTION CAVITY SHAFT WALL SYSTEMS A. One-Hour Cavity Shaft Wall (Nonload-Bearing) 1. Two and one-half-inch-wide, minimum No. 25 gauge “J” floor and ceiling runners. 2. One-inch-thick SHEETROCK brand Gypsum Liner panels 24 inches wide - no screw attachment. 3. Minimum No. 25 gauge USG Steel C-H stud. Screws not required to attach stud to runner. E-shaped studs may be used for closure panels at end walls or columns. (If “J” runners are used at end walls, the gypsum liner is fastened at the ends with 15/8-inch Type S screws 12 inches on center.) The H-Section of C-H stud normally faces shaft. 4. A single ply 5/8-inch USG SHEETROCK FIRECODE©Type C gypsum panels installed vertically with 1 inch Type S screws 12 inches on center in field and at edges - 6 inches from top, bottom and ends. Joints and screw heads are finished with SHEETROCK Joint Tape and SHEETROCK Joint Compound on this ply, when required for decorative purposes. B. Two-Hour Cavity Shaft Wall (Nonload-Bearing) 1. Two and one-half-inch-wide, minimum No. 25 gauge “J” floor and ceiling runner. 2. One-inch-thick SHEETROCK brand Gypsum Liner Panels 24 inches wide - no screw attachment. 3. Minimum No. 25 gauge USG Steel C-H stud. Screws not required to attach stud to runner. E-shaped studs are used for closure panels at end walls or columns, or in lieu of C-H studs. (If “J” runners are used at end walls, the gypsum liner is fastened at the ends with15/8 inch Type S screws, 12 inches on center.) The H- Section of C-H stud normally faces shaft. 4. Gypsum panels attached as follows: a. Base layer: 1/2-inch SHEETROCK FIRECODE©TYPE C or 5/8-inch SHEETROCK FIRECODE©Type X gypsum panels applied vertically with 1- inch Type S screws 24 inches on center in field and at edges. b. Finish layer: 1/2-inch SHEETROCK FIRECODE©Type C or 5/8-inch SHEETROCK FIRECODE©Type X gypsum panels applied vertically or horizontally and attached with 15/8 inch Type S screws at 12 inches on center in field and at edges - 6 inches from top, bottom and ends. When applied vertically, the joints must be staggered with the joints in the base layer. Joints and screw heads on outer layer only are finished with SHEETROCK Joint Tape and SHEETROCK Joint Compound when required for decorative purposes. 5. Fire Damper (optional) (not shown) - 11/2 hour curtain- type fire damper encased in a No. 22 gauge galvanized sleeve, installed in a 48 inches wide × 36 inches high opening framed with E-Studs and J- Runners. No. 16 gauge galvanized steel, 11/2 inches × 11/2 inches mounting angles are attached to the damper sleeve on the face layer side of the wall only around all 4 sides of the sleeve using 2 inch long No. 10 sheet screws 2 inches from each end and 6 inches o.c. The mounting angles must be installed such thatNon-Metallic PipesThrough Penetrations2000 Series3Fire Protection Productswww.3m.com/firestop Product Support Line: 1-800-328-1687 Choose option 4 for FAX ON DEMAND This material was extracted and drawn by 3M Fire Protection Products from the 2007 edition of the UL Fire Resistance Directory. Canada closed only.ConcreteFAF-A-2033 • 1 of 2 System No. F-A-2033 May 18, 2005 F Rating – 2 Hr T Rating – 1-1/2 Hr 1. Floor Assembly – The fire-rated unprotected concrete and steel floor assembly shall be constructed of the materials and in the manner specified in the individual D900 Series designs in the UL Fire Resistance Directory and as summarized below: A. Concrete – Min 3 in. (76 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete. B. Welded Wire Fabric – 6x6-W1.4xW1.4. C. Steel Floor and Form Units* – Composite or noncomposite 1-1/2 in. (38 mm) deep fluted galv units as specified in the individual Floor-Ceiling design. Diam of opening through floor to be 1/2 in. to 5/8 in. (13 mm to 16 mm) larger than the outside diam of through- penetrant (Item 2). Max diam of opening is 5 in. (127 mm). 2. Through Penetrants – One nonmetallic pipe or conduit to be centered within the opening. Pipe to be rigidly supported on both sides of floor assembly. The following types and sizes of nonmetallic pipes may be used: A. Polyvinyl Chloride (PVC) Pipe – Nom 4 in. (102 mm) diam (or smaller) Schedule 40 solid core or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. B. Rigid Nonmetallic Conduit++ – Nom 4 in. (102 mm) diam (or smaller) Schedule 40 PVC conduit installed in accordance with Article 347 of the National Electrical Code (NFPA No. 70). C. Chlorinated Polyvinyl Chloride (CPVC) Pipe – Nom 4 in. (102 mm) diam (or smaller) SDR13.5 CPVC pipe for use in closed (process or supply) piping systems. D. Acrylonitrile Butadiene Styrene (ABS) Pipe – Nom 4 in. (102 mm) diam (or smaller) Schedule 40 solid core or cellular core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. E. Fire Retardant Polypropylene (FRPP) Pipe – Nom 4 in. (102 mm) diam (or smaller) Schedule 40 FRPP pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. 3. Firestop System – The details of the firestop system shall be as follows: A. Metal Plate Enclosure – Min 16 ga. galv steel. Width of plate to extend a min of 3 in. (76 mm) beyond both sides of opening. Length of plate (transverse to steel floor unit direction) to extend to steel floor unit valley beyond each side of core-drilled hole with a min lap of 1-1/2 in. (38 mm) on the floor unit valley at each end. Circular cutout in plate to be 1/2 in. (13 mm) larger than the outside diam of through-penetrant. Max diam of opening is 5 in. (127 mm). Plate to be cut in half along the length of plate to permit installation around the nonmetallic pipe. Plate secured to valleys of floor unit using min 1/4 in. (6 mm) diam by 1-3/4 in. (44 mm) long steel expansion bolts, or equivalent. Fasteners to be located approx 1 in. (25 mm) from edges of plate at each corner, at each plate/valley intersection and at both sides of cut made to permit installation around nonmetallic pipe. When plate seam is located beneath the crest of the steel deck, a 2 in. (51 mm) wide 16 ga. galv steel plate to be centered over seam and attached to plate with min No. 10 sheet metal screws, max 3 in. (76 mm) O.C. on both sides of seam. B. Fill, Void or Cavity Material* – Caulk or Sealant – Min 1/2 in. (13 mm) thickness of caulk applied within annular space, flush with the bottom of the upper portion of the flute. Min 1/2 in. (13 mm) thickness of caulk applied into flutes of steel floor units above metal plate enclosure to completely cover packing material (Item 3C). 3M COMPANY – CP 25WB+, IC 15WB+ caulk or FB-3000 WT sealant. B.1. Fill, Void or Cavity Materials*– Caulk or Sealant (Optional, Not Shown) – Min 1/4 in. (6 mm) thickness of caulk or sealant applied within annular space, flush with top of floor. 3M COMPANY – CP 25WB+, IC 15WB+ caulk, FB-1000 NS, FB-1003 SL or FB-3000 WT sealant. (Note: CP 25WB+ not suitable for use with CPVC pipes.)Concrete2000 SeriesNon-Metallic PipesThrough Penetrations3Fire Protection Productswww.3m.com/firestop Product Support Line: 1-800-328-1687 Choose option 4 for FAX ON DEMAND This material was extracted and drawn by 3M Fire Protection Products from the 2007 edition of the UL Fire Resistance Directory. Canada closed only.FAF-A-2033 • 2 of 2 System No. F-A-2033 continued C. Packing Material – Min 4 pcf (64 kg/m3) mineral wool batt insulation firmly packed into flutes of steel floor units above metal plate enclosure to completely fill cavities. Packing material to be recessed within flutes from both edges of metal plate enclosure to accommodate the required thickness of fill material. Min 1-1/2 in. (38 mm) thickness of min 4 pcf (64 kg/m3) mineral wool batt insulation firmly packed into annular space, flush with bottom of floor. D. Fill, Void or Cavity Materials* – Wrap Strip – Nom 1/8 in. (3.2 mm) thick intumescent material supplied in 2 in. (51 mm) wide strips. Wrap strip tightly wrapped around nonmetallic pipe with continuous layers and butted tightly against bottom of metal plate enclosure. The min number of layers required is dependent upon the nom diam of the pipe. For nom 2 in. (51 mm) diam (and smaller) pipes, one layer is required. For nom 2-1/2 in. and 3 in. (64 mm and 76 mm) diam pipes, two layers are required. For nom 3-1/2 in. and 4 in. (89 mm and 102 mm) diam pipes, three layers are required. Wrap strip layers temporarily held in position using aluminum foil tape, steel wire tie, or equivalent. 3M COMPANY – Ultra GS E. Steel Collar – Nom 2 in. (51 mm) deep collar with 1-1/4 in. (32 mm) wide by 2 in. (51 mm) long anchor tabs and min 1/2 in. (13 mm) long tabs to retain wrap strip. Coils of precut min 0.016 in. (0.41 mm) thick (28 gauge) galv sheet steel available from wrap strip manufacturer. As an alternate, collar may be field-fabricated from min 0.016 in. (0.41 mm) thick (28 gauge) galv sheet steel in accordance with instruction sheet supplied by wrap strip manufacturer. Collar, with anchor tabs bent outward 90 deg, wrapped tightly around wrap strip with min 1 in. (25 mm) overlap at seam and compressed around wrap strip(s) using a min 1/2 in. (13 mm) wide by min 0.028 in. (0.71 mm) thick stainless steel band at the collar midheight. Collar anchor tabs pressed tightly against metal plate enclosure. Where the anchor tabs are beneath the valley of the steel floor unit, the anchor tabs are to be secured with 1/4 in. (6 mm) diam by min 1-1/2 in. (38 mm) long steel expansion bolts, or equivalent, in conjunction with min 1-1/4 in. (32 mm) diam steel fender washers with one anchor bolt in each anchor tab. Where the anchor tabs are beneath the crest of the steel deck, the anchor tabs are to be secured to the metal enclosure with No. 10 by min 1/2 in. (13 mm) long self-drilling, self-tapping steel screws and min 1-1/4 in. (32 mm) diam steel fender washers. Retainer tabs bent 90 deg toward pipe to lock wrap strip(s) in position. F. Firestop Device* (Not Shown) – As an alternate to Items D and E, a Firestop device consisting of a sheet-steel split collar lined with intumescent material may be used. Firestop device to be installed on underside of floor or on both sides of wall in accordance with the accompanying installation instructions. 3M COMPANY – Ultra PPD 1.5, 2.0, 3.0, 4.0. G. Firestop Device* (Not Shown) – As an alternate to Items 3D and 3E, firestop device to be installed in accordance with the accompanying installation instructions. Firestop device to be installed and latched around pipe and secured to the underside of the floor. Collar anchor tabs pressed tightly against metal plate enclosure. Where the anchor tabs are beneath the valley of the steel floor unit, the anchor tabs are to be secured with 1/4 in. (6 mm) diam by min 1-1/4 in. (32 mm) long steel anchor bolts or equivalent in conjunction with 1-1/4 in. (32 mm) diam steel fender washers with one anchor bolt in each anchor tab. Where the anchor tabs are beneath the crest of the metal enclosure with No. 10 by min 1/2 in. (13 mm) long self-drilling, self-tapping steel screws and min 1-1/4 in. (32 mm) diam steel fender washers. 3M COMPANY – Ultra RC Pack 2.0, 3.0, 4.0 *Bearing the UL Classification Marking ++Bearing the UL Listing Mark 7/23/15, 2:32 PMXHBN.HW-D-0039 - Joint Systems Page 1 of 4http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/sho…ersion=versionless&parent_id=1073995560&sequence=1#PAGEBOTTOM System No. HW-D-0039 XHBN.HW-D-0039 Joint Systems Page Bottom Design/System/Construction/Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. XHBN - Joint Systems XHBN7 - Joint Systems Certified for Canada See General Information for Joint Systems See General Information for Joint Systems Certified for Canada System No. HW-D-0039 August 07, 2014 ANSI/UL2079 CAN/ULC S115 Assembly Rating — 2 Hr F Rating — 2 Hr Nominal Joint Width - 1 in. (25 mm)FT Rating — 2 Hr Class II Movement Capabilities — 12.5 and 25% Compression or Extension (See Item 1C, 1A-D)_ FH Rating — 2 Hr L Rating At Ambient — Less Than 1 CFM/lin ft FTH Rating — 2 Hr L Rating At 400 F — Less Than 1 CFM/sq ft Nominal Joint Width - 1 in. (25 mm) Class II Movement Capabilities — 12.5 and 25% Compression or Extension (See Item 1C, 1A-D)_ L Rating At Ambient — Less Than 1 CFM/sq ft L Rating At 400 F — Less Than 1 CFM/sq ft 7/23/15, 2:32 PMXHBN.HW-D-0039 - Joint Systems Page 2 of 4http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/sho…ersion=versionless&parent_id=1073995560&sequence=1#PAGEBOTTOM 1. Floor Assembly — The fire-rated fluted steel deck/concrete floor assembly shall be constructed of the materials and in the manner described in the individual Floor-Ceiling Design in the UL Fire Resistance Directory 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. C. Spray-Applied Fire Resistive Material* — (Optional, Not Shown) - After installation of the ceiling runner (Item 2A) or deflection channel (Item 3A), steel floor units to be sprayed with a min 5/16 in. (8 mm) to max 11/16 in. (17 mm) thickness of material in accordance with the specifications in the individual D700 or D800 Series Design. When spray applied fire resistive material is used, ceiling runner or deflection channel to be provided with 2 in. (51 mm) flanges. Excess material to be scraped from flanges of ceiling runner or deflection channel prior to installation of gypsum board. When Spray-Applied Fire Resistance Material is used, Class II Movement Capabilities restricted to ONLY — 12.5% (for SpecSeal LC150) or 25% (for SpecSeal ES Sealant) Compression. ISOLATEK INTERNATIONAL — Type 300 W R GRACE & CO - CONN — MK-6/HY 1A. Roof Assembly — (Not Shown) — As an alternate to the floor assembly (Item 1), a fire rated fluted steel deck roof assembly may 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 shall be equal to or greater 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. C. Roof Covering* — Hot-mopped or cold-application materials compatible with insulating concrete. D. Spray-Applied Fire Resistive Material* — (Optional, Not Shown) - After installation of the ceiling runner (Item 2A) or deflection channel (Item 3A), steel floor units to be sprayed with a min 5/16 in. (8 mm) to max 11/16 in. (17 mm) thickness of material in accordance with the specifications in the individual P700 or P800 Series Design. When spray applied fire resistive material is used, ceiling runner or deflection channel to be provided with 2 in. (51 mm) flanges. Excess material to be scraped from flanges of ceiling runner or deflection channel prior to installation of gypsum board. When Spray-Applied Fire Resistance Material is used, Class II Movement Capabilities restricted to ONLY — 7% (for SpecSeal LC150) or 25% (for SpecSeal ES Sealant) Compression. ISOLATEK INTERNATIONAL — Type 300 7/23/15, 2:32 PMXHBN.HW-D-0039 - Joint Systems Page 3 of 4http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/sho…ersion=versionless&parent_id=1073995560&sequence=1#PAGEBOTTOM W R GRACE & CO - CONN — MK-6/HY 1B. Floor Assembly — (Not Shown) - As an alternate to the floor assembly (Item 1), min 4-1/2 in. (114 mm) thick structural concrete (100-150 pcf or 1600-2400 kg/m3) or min 6 in. (152 mm) thick hollow-core Precast Concrete Units*. See Precast Concrete Units (CFTV) category in Fire Resistance Directory for names of manufacturers. 2. Wall Assembly — Min 8 in. (203 mm) thick reinforced light or normal weight (100-150 pcf or 1600-2400 kg/m3 ) structural concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2A. Through Penetrant — (Optional, Not Shown) - Nom 3/8 in. or 1/2 in. (10 or 13 mm) diam rigid steel conduit, steel electrical metallic tubing (EMT) or or 1-1/2 in. (38 mm) Sch 40 PVC conduit may be installed within the flutes of the steel floor or roof deck. The conduit or EMT shall be located near the middepth of the steel deck with a clearance of 1/2 to 1-1/2 in. 13 to 38 mm) between the conduit or EMT and the steel deck. A max of one conduit or EMT is permitted in an individual flute. When conduit or EMT is installed in flute of steel deck, the hourly rating of the joint system is 1 hr. 3. Joint System — Max separation between bottom of floor or roof deck and top of wall (at time of installation of joint system) is 1 in. (25 mm). The joint system is designed to accommodate a max 12.5% (for SpecSeal LC150 Sealant) or 25% (for SpecSeal ES Sealant) compression or extension from its installed width. The joint system shall consist of a forming material and fill material in the flutes of the steel floor or roof deck and between the top of the wall and bottom of the steel floor or roof deck as follows: A. Forming Material* — Min 7 in. (178 mm) width of 4 pcf (64 kg/m3) mineral wool batt insulation firmly packed into the flutes of the steel floor or roof deck and between the top of the concrete wall and the bottom of the steel floor or roof deck and recessed from each surface of wall to accommodate the required thickness of fill material. Mineral wool batt insulation shall be packed into opening edge first with a min 50 percent compression. IIG MINWOOL L L C — MinWool-1200 Safing ROCK WOOL MANUFACTURING CO — Delta Board ROXUL INC — SAFE THERMAFIBER INC — Type SAF A1. Forming Material* — (Optional, Not Shown) - Preformed mineral wool plugs, formed to the shape of the fluted floor units, friction fit to completely fill the flutes above the ceiling channel. The plugs shall project beyond each side of the ceiling runner and shall be recessed from both wall surfaces to accommodate the required thickness of fill material (Item 3B). Additional forming material, described in Item 3A, to be used in conjunction with the plugs to fill the gap between the top of gypsum board and bottom of steel deck. THERMAFIBER INC — TopStop mineral wool deck plugs Type SAF batts B. Fill, Void or Cavity Material* — Sealant — Min 1/4 in. (6 mm) thickness of fill material installed on each side of the concrete wall in the flutes of the steel floor or roof deck and between the top of the wall and the bottom of the steel floor or roof deck flush with each surface of concrete wall. SPECIFIED TECHNOLOGIES INC — SpecSeal ES Sealant or SpecSeal LC150 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2014-08-07 Questions?Print this page Terms of Use Page Top Page 3 of 6 NER-258vertical joints being offset at least 3 inches. Jointsneed not be taped or finished on inside.Alternative Construction: As an alternative for all ofthe above described constructions. Imperial GypsumBase of the same thickness and core type shall besubstituted for the gypsum panels. Joints on the facelayer, other than the inside of shaft or duct partitions,may be covered with tape and the entire surface iscovered with a minimum of 1/16 inch of USG VeneerPlaster (Imperial or Diamond Interior Finish) inaccordance with manufacturer’s directions.G. USG Cavity Shaft Wall SystemTo provide a fire-resistive protection to corridorceilings or the underside of stairs.USG “J” runners are attached to all existing horizontaland vertical framing intersected at the boundaries ofthe area to be protected. The “J” runners are attachedto the existing framing members using mechanicalfasteners spaced at a maximum of 24 inches oncenter and having an assigned design load of 200pounds in either shear or pullout. USG C-H studs ofthe required gauge are attached to the “J” runners at24 inches on center by means of two Types S-12, 1/2-inch panhead screws to frame the walls and/or soffitsof the enclosures. Corners of the enclosure which donot intersect existing framing are built up of two “J”runners fastened together with two Type S-12, 1/2-inchpanhead screws at 24 inches on center. The USG C-H studs are fastened to the “J” runners as previouslydescribed. One-inch-thick SHEETROCK brandGypsum Liner Panels, 24 inches wide, is installed onthe interior face of the enclosure within the slots of theC-H studs. No screw attachments are required.Where the Gypsum Liner Panel intersects the “J”runners against the existing horizontal and/or verticalframing, 15/8-inch Type S screws are installed at amaximum of 12 inches on center.Gypsum panels are attached to the exterior surfacesof the framing in the manner required for the fire-resistive rating as follows:1. One-hour construction c onsists of one layer of 5/8 inchSHEETROCK FIRECODE® Type C gypsum panelsapplied parallel to the C-H studs, with all vertical jointon studs. The panels are fastened to each C-H stud and end “J” runners with 1-inch Type S screws 12 inches on center in the field and at edges. Joints and screw heads on the outer face panels are finished with SHEETROCK Joint Tape and SHEETROCK Joint Compound. 2. Two-hour construction cons ists of a base layer of 1/2-inch SHEETROCK FIRECODE® Type C panels applied parallel to the C-H studs and attached with 1- inch Type S screws at 24 inches on center in the field and at edges. The finish layer of 1/2-inch SHEETROCK FIRECODE® Type C panels are applied either parallel or normal to the C-H studs, with joints staggered 24 inches from the base layer. One and five-eights-inch Type S screws at 12 inches on center in the field and at edges fasten the finish layer. Joints and screw heads on the outer layer only are finished with SHEETROCK Joint Tape and SHEETROCK Joint Compound. H. USG Cavity Shaft Wall for Two-Hour HorizontalMembrane or Horizontal Duct Shaft ProtectionBasically the same as described in paragraph “G”above, but uses three layers of 1/2 inch SHEETROCKFIRECODE® Type C gypsum panels. (See Figure III-Hat the end of this report.) The base layer is appliedidentical to the base layer described in item G.2.above. The second layer is applied the same as thebase layer, except that joints are offset 24 inches and15/8-inch type S screws are 4 inches on center. Theface layer is installed perpendicular to the C-H studswith 21/8-inch screws 12 inches on center. Butt jointsin face layer fall between C-H studs and are securedwith 11/2-inch Type G screws 8 inches on center.Treatment of wallboard joints and fasteners is notnecessary.I. MaterialsUSG Steel C-H studs are roll formed from ASTM A526 steel having a minimum yield strength of 33,000psi.Cement for laminating - SHEETROCK Setting TypeJoint Compound.For taping and sealing joints - SHEETROCK JointTape and SHEETROCK Joint Compound.SHEETROCK FIRECODE® is a USG registeredtrademark for a Type X core gypsum panel. Type C isa USG trademark for an improved Type X core. USGType C panels may be substituted for any Type Xgypsum panel permitted by the code, provided thepanel thickness is the same.4.0 INSTALLATIONUSG Drywall Shaft Partition Systems shall be installedin accordance with the fire rated assembly details andother information contained in this report.5.0 IDENTIFICATIONFace panels are bundled in two panel groups andbound with a red, white and blue tape with paneldesignation printed on the tape. SHEETROCK brand Gypsum Liner Panels are shipped unbundled in units with end banding. The face and back paper is green. The long edges are paper wrapped and have a 3/8-inch bevel on top and bottom edge. The back of each liner panel has an Underwriters Laboratories, Inc. Label that denotes UL design U438, lists USG File No. R 1319 and identifies the panel as USG Type SLX (shaft liners fire-rated). 6.0 EVIDENCE SUBMITTED Results of fire-endurance tests conducted in accordance with ASTM E 119. Page 6 of 6 NER-258 SYSTEM G SYSTEM H Page 4 of 6 NER-258 SYSTEM A SYSTEM B 7.0 CONDITIONS OF USE The National Evaluation Service Committee finds that, in their opinion, the USG® Drywall Shaft Partition Systems described in this report are alternates to types of fire-resistive construction specified in the 1990 BOCA National Building Code, the 1988 Standard Building Code with 1989/1990 Revisions, and the 1988 Uniform Building Code with 1990 Accumulative Supplement, subject to the following c onditions: 1. The report does not include structural evaluation of the products listed. 2. All cut openings and horizontal joints in metal-framed shaft partitions with coreboard must be cased with system metal framing. 3. System G shaft walls are limited for use as corridor ceilings or as the horizontal enclosure on the underside of stairs (i.e. “Stair Soffits”). 4. Assembly described in paragraph H may be used to protect two-hour horizontal ducts (horizontal duct shafts) or where a two-hour horizontal membrane is required and is not part of a floor/ceiling or roof/ceiling assembly. This system is designed to support its own dead weight only and should not be used where there is an attic or loft above, or any probability of storage. This report is subject to periodic re-examination. For information on the current status of this report, contact the ICC-ES. Page 5 of 6 NER-258 SYSTEM C SYSTEM E SYSTEM D SYSTEM F Page 5 of 6 NER-258 SYSTEM C SYSTEM E SYSTEM D SYSTEM F Page 6 of 6 NER-258 SYSTEM G SYSTEM H SCALE: 1' = 1'-0" 3 FA2033 A010 0 1/2''1''2'' SCALE: 1' = 1'-0" 4 CAJ2567b A010 0 1/2''1''2'' SCALE: 1' = 1'-0" 5 HW-D-0039 - Joint Systems A010 0 1/2''1''2'' SCALE: 1' = 1'-0" 2 Ner258 A010 0 1/2''1''2''