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HomeMy WebLinkAboutA002 Wall Legend and UL AssembliesHamilton Commercial and Residential Project: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date LGA, EJD, DJS Laurence Armstrong Carmel, Indiana 46032 #### SCALE: NTS PLAN NORTH KEY PLAN PARK EAST PEDCOR DESIGN GROUP LLC A002 Wall Legend and UL Assemblies 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. © COPY RIGHT 20 17 JAMES R. STUTZMAN, AIA, CARMEL, INDIANA. Construction Documents By: Friday, October 6, 2017, BIM Server: BIM20 - BIM Server 20/BLDG E/Building E Retail Project: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: Carmel City Center Building D Carmel, IN 46032 850 South Rangeline Road COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date EJD, JLS, JAW, AJR JAW PEDCOR DESIGN GROUP LLC NASH BUILDING A002 WALL TYPES and LEGENDS Bid Set 05.15.2012 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 UNPUBLISHED 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 201 2 JAMES R. STUTZMAN, AIA, Carmel, Indiana. Construction Documents SHEET139 15 OF • Construction Bid Set 02.20.13 • Parcel 9-54 Bid Package Parking Garage and Ramp 02.20.13 R E 28 22 1 6 H 1 1 SCALE: NTS PLAN NORTH KEY PLAN BLDG D C:\Users\design2\Desktop\Bldg D Nonseparated.pla, Date printed: 4/3/2013 1 " W4AA C # M4 M6 M8 M1 0 M1 2 W4A W4B W4C W4D W4E W6B W6D W8D W8B W8C CONC. WALL, REF. S-SERIES DWGS. FOR DETAILS '#' equals Thick-ness in Inches 4" CMU WALL, REF. S-SERIES DWGS. FOR GROUTING AND REINFORCING DETAILS 3 5/8" 6" CMU WALL, REF. S-SERIES DWGS. FOR GROUTING AND REINFORCING DETAILS 5 5/8" 8" CMU WALL, REF. S-SERIES DWGS. FOR GROUTING AND REINFORCING DETAILS 7 5/8" 10" CMU WALL, REF. S-SERIES DWGS. FOR GROUTING AND REINFORCING DETAILS 9 5/8" 12" CMU WALL, REF. S-SERIES DWGS. FOR GROUTING AND REINFORCING DETAILS 11 5/8" 2x4 WOOD STUD, 16" O.C. MIN., 5/8" GYP. ON ONE SIDE 4 1/8" 2 wythes of 2x4 wood stud walls: One layer 5/8” type X gypsum wall board or gypsum veneer base applied parallel or at right angles to each side of double row of 2x4 wood studs 16” o.c. On separate plates 1 ” apart with 6d coated nails, 1-7/8” long, .0915” shank, 1/4” heads, 7” o.c. Joints staggered 16” on opposite sides. Horizontal bracing required at mid-height. (LOAD-BEARING). At shear wall locations (see structural drawings), additional layers of 1/2" plywood are added. Gypsum layers are required to be on the outside of the wall design when additional structural panels are applied and fasteners for gypsum board to be long enough (2-3/8” long or greater) to have the same embedment into studs. 10 1/4" 2x4 WOOD STUD, 16" O.C. MAX., 5/8" GYP. ON BOTH 4 3/4" SIDES, EFFECTIVELY FIRE BLOCKED. REFERENCE UL DESIGN U305. 2x4 WOOD STUD, 16" O.C. MAX., 2-LAYERS 5/8" GYP. 6" ON BOTH SIDES, EFFECTIVELY FIRE BLOCKED. REFERENCE DESIGN WP4135 & WP4136. 2x4 WOOD STUD, 16" O.C. MAX., 5/8" EXT. SHEATHING 4 1/8" (REF. S-SERIES DWGS.) ON ONE SIDE 4 3/4" 2x6 WOOD STUD, 16" O.C. MAX., 5/8" GYP. BD. ON 6 3/4" BOTH SIDES, EFFECTIVELY FIRE BLOCKED. REFERENCE UL DESIGN U305 OR WP3660. 6 3/4" 8 1/2" 2x6 WOOD STUD, 16" O.C. MAX., 5/8" EXT. SHEATHING (REF. S-SERIES DWGS.) ON ONE SIDE, 5/8" GYP. ON OPPOSITE SIDE, BATT INSULATION (FULL WIDTH) R-21 HD, EFFECTIVELY FIRE BLOCKED. REFERENCE UL DESIGN U305 OR WP3660. 2x4 WOOD STUD, 16" O.C. MAX., 5/8" EXT. SHEATHING (REF. S-SERIES DWGS.) ON ONE SIDE, 5/8" GYP. ON OPPOSITE SIDE, BATT INSULATION (FULL WIDTH) WALL LEGEND PLAN VIEW SECTION VIEW BRIEF DESCRIPTION THICKNESS UL LISTING STC RATING 45 TO 49 1 HR WP 3370 FIRE RATING 2x8 WOOD STUD, 16" O.C. MAX., 5/8" EXT. SHEATHING (REF. S-SERIES DWGS.) ON ONE SIDE, 5/8" GYP. ON OPPOSITE SIDE, BATT INSULATION (FULL WIDTH) R-25, EFFECTIVELY FIRE BLOCKED. REFERENCE UL DESIGN U305 OR WP3660. 4, IF GREATER THAN 8" ±40 ±44 ±45 2, WHEN COMPLY- ING W/ IBC 2006, SECTION 719 AND 720.3 _ _ _ _ _ _ _ _ ±39 _ ±39 _ _ ±25 1 U305 30 TO 34 WP 4135 & 4136 2 40 TO 44 _ _ _ _ _ _ 1 WP 3660 _ 1 WP 3660 _ 1 U305 _ 2, WHEN COMPLY- ING W/ IBC 2006, SECTION 719 AND 720.3 2, WHEN COMPLY- ING W/ IBC 2006, SECTION 719 AND 720.3 1 WP 3660 _ 8 1/2" 1 _ 9 3/4" 2x8 WOOD STUD, 16" O.C. MAX., 5/8" GYP. BD. ON BOTH SIDES, EFFECTIVELY FIRE BLOCKED. REFERENCE UL DESIGN U305 OR WP3660. 2x8 WOOD STUD, 16" O.C. MAX., 2-LAYERS 5/8" GYP. ON BOTH SIDES, EFFECTIVELY FIRE BLOCKED. REFERENCE DESIGN WP4135 & WP4136. WP 4135 & 4136 8 1 /2" 9 3/4" 8 1 /2" 6 3/4" 6 3/4" 4 3/4" 4 1 /8" 6" 4 3/4" 4 1 /8" 1 0 1 /4" WALL LEGEND PLAN VIEW SECTION VIEW BRIEF DESCRIPTION THICKNESS UL LISTING STC RATING FIRE RATING 3 1 /2" 4 1 /8" S2.5A W8E W4F W4G S3.5A S3.5B 1/2" NOMINAL AIR SPACE, 2x4 WOOD FURRING STUD 2 5/8" 16" O.C. MAX., 5/8" GYP. ON ONE SIDE 9 3/4" 2X8 WOOD STUD, 16" O.C. MAX., 5/8" EXT. SHEATHING (REF. S-SERIES DWGS.) ON ONE SIDE, BATT INSULATION (FULL WIDTH) R-25, EFFECTIVELY FIRE BLOCKED, 2 LAYERS OF 5/8" GYP. ON OPPOSITE SIDE, AIRSPACE AND MASONRY VENEER USING METAL TIES. IF WOOD STRUCTURAL SHEATHING IS REQUIRED BY THE S-SERIES DRAWINGS, THEN DENSGLASS SHEATHING SHALL BE INSTALLED OVER THE WOOD SHEATHING. REFERENCE UL DESIGN U302. FASTENERS FOR DENSGLASS TO BE LONG ENOUGH TO HAVE THE SAME EMBEDMENT INTO STUDS PER THE U.L. DESIGN. U302 SEE PLAN & SECTIONS 2 _ _ _ NOTE: AN ADDED i TO THE WALL TAG INDICATES REQUIRED BATT INSULATION NOMINALLY THE SAME THICKNESS (FULL WIDTH) AS THE WALL STUD FRAMING. INSULATION MAY ALREADY BE DESCRIBED AS PART OF THE WALL ASSEMBLY. DOUBLE TRUSSES WITH STRUCTURAL PANELS 3 1/2" APPLIED. REFERENCE S-SERIES DRAWINGS. _ _ _ VERTICAL LEG OF TRUSSES WITH 5/8" TYPE 'X' 4 1/8" GYPSUM SHEATHING APPLIED. REFERENCE S- SERIES DRAWINGS. _ _ _ 3 5/8" MTL. STUDS 16" O.C. MAX., 5/8" GYP. ON ONE 4 1/4" SIDE _ _ _ 3 5/8" MTL. STUDS 16" O.C. MAX., 5/8" GYP. BOTH 4 7/8" SIDES 9 3/4" 2 1 /8" 1 /2" 5/8" 3 5/8" 5/8" 3 5/8" 5/8" BXUV.U305 - Fire Resistance Ratings - ANS I/UL 263 6/1/11 2:34 PM http://database.ul.com/cgi-bin/ulweb/LISEXT/1FRAME/showpage3.htm …=1073741824&version=versionless&parent_id=1073984818&sequence=1 Page 1 of 12 Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - ANSI/UL 263 Design No. U305 May 25, 2011 Bearing Wall Rating — 1 HR. Finish Rating — See Items 3, 3A, 3D, 3E, 3F, 3G, 3H and 3I. STC Rating - 56 (See Item 9) Load Restricted for Canadian Applications — See Guide BXUV7 1. Wood Studs — Nom 2 by 4 in. spaced 16 in. OC max, effectively firestopped. 2. Joints and Nail-Heads — Joints covered with joint compound and paper tape. Joint compound and paper tape may be omitted when square edge boards are used. As an BXUV.U305 - Fire Resistance Ratings - ANS I/UL 263 6/1/11 2:34 PM http://database.ul.com/cgi-bin/ulweb/LISEXT/1FRAME/showpage3.htm …=1073741824&version=versionless&parent_id=1073984818&sequence=1 Page 1 of 12 Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - ANSI/UL 263 Design No. U305 May 25, 2011 Bearing Wall Rating — 1 HR. Finish Rating — See Items 3, 3A, 3D, 3E, 3F, 3G, 3H and 3I. STC Rating - 56 (See Item 9) Load Restricted for Canadian Applications — See Guide BXUV7 1. Wood Studs — Nom 2 by 4 in. spaced 16 in. OC max, effectively firestopped. 2. Joints and Nail-Heads — Joints covered with joint compound and paper tape. Joint compound and paper tape may be omitted when square edge boards are used. As an BXUV.U305 - Fire Resistance Ratings - ANS I/UL 263 6/1/11 2:34 PM http://database.ul.com/cgi-bin/ulweb/LISEXT/1FRAME/showpage3.htm …=1073741824&version=versionless&parent_id=1073984818&sequence=1 Page 1 of 12 Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - ANSI/UL 263 Design No. U305 May 25, 2011 Bearing Wall Rating — 1 HR. Finish Rating — See Items 3, 3A, 3D, 3E, 3F, 3G, 3H and 3I. STC Rating - 56 (See Item 9) Load Restricted for Canadian Applications — See Guide BXUV7 1. Wood Studs — Nom 2 by 4 in. spaced 16 in. OC max, effectively firestopped. 2. Joints and Nail-Heads — Joints covered with joint compound and paper tape. Joint BXUV.U305 - Fire Resistance compound Ratings and - ANS paper I/UL 263 tape may be omitted when square edge boards are used. As an 6/1/11 2:34 PM http://database.ul.com/cgi-bin/ulweb/LISEXT/1FRAME/showpage3.htm …=1073741824&version=versionless&parent_id=1073984818&sequence=1 Page 2 of 12 alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard with the joints reinforced with paper tape. Nailheads exposed or covered with joint compound. 3. Gypsum Board* — 5/8 in. thick paper or vinyl surfaced, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. When used in widths other than 48 in., gypsum panels are to be installed horizontally. For an alternate method of attachment of gypsum panels, refer to Item 6, 6A or 6B, Steel Framing Members*. When Item 6, Steel Framing Members*, is used, gypsum panels attached to furring channels with 1 in. long Type S bugle-head steel screws spaced 12 in. OC. When Item 6A, Steel Framing Members*, is used, two layers of gypsum panels attached to furring channels. Base layer attached to furring channels with 1 in. long Type S bugle- head steel screws spaced 12 in. OC. Face layer attached to furring channels with 1-5/8 in. long Type S bugle-head steel screws spaced 12 in. OC. All joints in face layers staggered with joints in base layers. One layer of gypsum board attached to opposite side of wood stud without furring channels as described in Item 3. When Item 6B, Steel Framing Members*, is used, two layers of gypsum panels attached to furring channels. Base layer attached to furring channels with 1 in. long Type S bugle- head steel screws spaced 12 in. OC. Face layer attached to furring channels with 1-5/8 in. long Type S bugle-head steel screws spaced 12 in. OC. All joints in face layer staggered with joints in base layer a minimum of 16 in. Joints oriented vertically and base layer staggered on opposite sides of the assembly. One layer of gypsum board attached to opposite side of wood stud without furring channels as described in Item 3. When Item 7, resilient channels are used, 5/8 in. thick, 4 ft wide gypsum panels applied vertically. Screw attached furring channels with 1 in. long, self-drilling, self-tapping Type S or S-12 steel screws spaced 8 in. OC, vertical joints located midway between studs. AMERICAN GYPSUM CO — Types AGX-1(finish rating 23 min.), M-Glass (finish rating 23 min.), Type AGX-11 (finish rating 26 min) or Type AG-C BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO — Type DBX-1 (finish rating 24 min). CERTAINTEED GYPSUM INC — Type 1, Type SF3 (finish rating 20 min) or FRPC, ProRoc Type C or ProRoc Type X (finish rating 26 min), Type EGRG or GlasRoc (finish rating 23 min) CERTAINTEED GYPSUM CANADA INC — ProRoc Type C, ProRoc Type X or ProRoc Type Abuse-Resistant (finish rating 26 min) BXUV.U305 - Fire Resistance Ratings - ANS I/UL 263 6/1/11 2:34 PM http://database.ul.com/cgi-bin/ulweb/LISEXT/1FRAME/showpage3.htm …=1073741824&version=versionless&parent_id=1073984818&sequence=1 Page 8 of 12 4. Steel Corner Fasteners — (Optional) — For use at wall corners. Channel shaped, 2 in. long by 1 in. high on the back side with two 1/8 in. wide cleats protruding into the 5/8 in. wide channel, fabricated from 24 gauge galv steel. Fasteners applied only to the end or cut edge (not along tapered edges) of the gypsum board, no greater than 2 in. from corner of gypsum board, max spacing 16 in. OC. Nailed to adjacent stud through tab using one No. 6d cement coated nail per fastener. Corners of wall board shall be nailed to top and bottom plate using No. 6d cement coated nails. 5. Batts and Blankets* — (Optional - Required when Item 6A is used ) Glass fiber or mineral wool insulation. Placed to completely or partially fill the stud cavities. When Item 6A is used, glass fiber or mineral wool insulation shall be placed to completely fill the stud cavities and shall be secured to the studs 24 in. OC with staples, nails or screws. CERTAINTEED CORP GUARDIAN FIBERGLASS INC JOHNS MANVILLE INTERNATIONAL INC KNAUF INSULATION GMBH OWENS CORNING HT INC, DIV OF OWENS CORNING — Corning Fiberglas Corp. ROCK WOOL MANUFACTURING CO — Delta Board. ROCKWOOL MALAYSIA SDN BHD — Acoustical Fire Batts ROXUL INC — Acoustical Fire Batts THERMAFIBER INC — Type SAFB. 5A. Fiber, Sprayed* — (Not shown - Not for use with Item 6A ) As an alternate to Batts and Blankets (Item 5) — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 lb/ft 3 . Alternate application method: The fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 lb/ft 3 . U S GREENFIBER L L C — Cocoon2 Stabilized or Cocoon-FRM (Fire Rated BXUV.U305 - Fire Resistance Ratings - ANS I/UL 263 6/1/11 2:34 PM http://database.ul.com/cgi-bin/ulweb/LISEXT/1FRAME/showpage3.ht …=1073741824&version=versionless&parent_id=1073984818&sequence=1 Page 12 of 12 F. Steel Corner Fasteners (Item 4), Fiber, Sprayed (Items 5A and 5B ) and Steel Framing Members (Item 6A), not evaluated as alternatives for obtaining STC rating. 10. Wall and Partition Facings and Accessories* — (Optional, Not shown) — Nominal 1/2 in. thick, 4 ft wide panels, for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturer's recommendations. When the QR-510 panel is installed between the wood framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) is/are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. SERIOUS MATERIALS INC — Type QuietRock QR-510. 11. Cementitious Backer Units* — (Optional Item Not Shown - For Use On Face Of 1 Hr Systems With All Standard Items Required) - 1/2 in., 5/8 in., 3/4 in. or 1 in. thick, min. 32 in. wide.- Applied vertically or horizontally with vertical joints centered over studs. Fastened to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in. for steel framing members, and a minimum of 3/4 in. for wood framing members spaced a max of 8 in. OC. When 4 ft. wide boards are used, horizontal joints need not be backed by framing. NATIONAL GYPSUM CO — Type PermaBase 12. Non-Bearing Wall Partition Intersection — (Optional) —Two nominal 2 by 4 in. studs or nominal 2 by 6 in. studs nailed together with two 3 in. long 10d nails spaced a max. 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be framed by with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. Maximum one non-bearing wall partition intersection per stud cavity. Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the bearing wall. 13. Mesh Netting — (Not shown) - Any thin, woven or non-woven fibrous netting material attached with staples to the outer face of one row of studs to facilitate the installation of the sprayed fiber from the opposite row. *Bearing the UL Classification Mark Last Updated on 2011-05-25 BXUV.U305 - Fire Resistance Ratings - ANS I/UL 263 6/1/11 2:34 PM http://database.ul.com/cgi-bin/ulweb/LISEXT/1FRAME/showpage3.ht …=1073741824&version=versionless&parent_id=1073984818&sequence=1 Page 11 of 12 No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Gypsum board attached to furring channels as described in Item. b. Steel Framing Members* — Used to attach furring channels (Item 6Ba) to studs. Clips spaced 48 in. OC. Genie clips secured to studs with No. 8 x 1-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. PLITEQ INC — Type Genie Clip 7. Furring Channel — Optional - Not Shown - For use on one side of the wall - Resilient channels, 25 MSG galv steel, spaced vertically 24 in. OC, flange portion screw attached to one side of studs with 1-1/4 in. long diamond shaped point, double lead Phillips head steel screws. When resilient channels are used, insulation, Items 5C or 5D is required. 7A. Steel Framing Members* — Optional - Not Shown - Used as an alternate method to attach resilient channels (Item 7) to one side of studs only. Clips attached at each intersection of the resilient channel and the wood studs (Item 1). Resilient channels are friction fitted into clips, and then clips are secured to the wood stud with min. 1-3/4 in. long diamond shaped point, double lead Phillips head steel screws through the center hole of the clip and the resilient channel flange. KEENE BUILDING PRODUCTS CO INC — Type RC Assurance. 8. Caulking and Sealants — (not shown, optional) A bead of acoustical sealant applied around the partition perimeter for sound control. 9. STC Rating — The STC Rating of the wall assembly is 56 when it is constructed as described by Items 1 through 6, except: A. Item 2, above - Nailheads Shall be covered with joint compound. B. Item 2, above - Joints As described, shall be covered with fiber tape and joint compound. C. Item 5, above - Batts and Blankets* The cavities formed by the studs shall be friction fit with R-19 unfaced fiberglass insulation batts measuring 6-1/4 in. thick and 15-1/4 in. wide. D. Item 6, above - Steel Framing Members* Type RSIC-1 clips shall be used to attach gypsum board to studs on either side of the wall assembly. E. Item 8, above - Caulking and Sealants (not shown) A bead of acoustical sealant shall be applied around the partition perimeter for sound control. BXUV.U305 - Fire Resistance Ratings - ANS I/UL 263 6/1/11 2:34 PM http://database.ul.com/cgi-bin/ulweb/LISEXT/1FRAME/showpage3.ht …=1073741824&version=versionless&parent_id=1073984818&sequence=1 Page 12 of 12 F. Steel Corner Fasteners (Item 4), Fiber, Sprayed (Items 5A and 5B ) and Steel Framing Members (Item 6A), not evaluated as alternatives for obtaining STC rating. 10. Wall and Partition Facings and Accessories* — (Optional, Not shown) — Nominal 1/2 in. thick, 4 ft wide panels, for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturer's recommendations. When the QR-510 panel is installed between the wood framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) is/are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. SERIOUS MATERIALS INC — Type QuietRock QR-510. 11. Cementitious Backer Units* — (Optional Item Not Shown - For Use On Face Of 1 Hr Systems With All Standard Items Required) - 1/2 in., 5/8 in., 3/4 in. or 1 in. thick, min. 32 in. wide.- Applied vertically or horizontally with vertical joints centered over studs. Fastened to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in. for steel framing members, and a minimum of 3/4 in. for wood framing members spaced a max of 8 in. OC. When 4 ft. wide boards are used, horizontal joints need not be backed by framing. NATIONAL GYPSUM CO — Type PermaBase 12. Non-Bearing Wall Partition Intersection — (Optional) —Two nominal 2 by 4 in. studs or nominal 2 by 6 in. studs nailed together with two 3 in. long 10d nails spaced a max. 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be framed by with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. Maximum one non-bearing wall partition intersection per stud cavity. Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the bearing wall. 13. Mesh Netting — (Not shown) - Any thin, woven or non-woven fibrous netting material attached with staples to the outer face of one row of studs to facilitate the installation of the sprayed fiber from the opposite row. *Bearing the UL Classification Mark Last Updated on 2011-05-25 BXUV.U906 - Fire Resistance Ratings - ANS I/UL 263 6/1/11 2:47 PM http://database.ul.com/cgi-bin/ulweb/LISEXT/1FRAME/showpage3.html …id=1073741824&version=versionless&parent_id=1073984818&sequence=1 Page 1 of 2 Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - ANSI/UL 263 Design No. U906 September 30, 2010 Bearing Wall Rating — 2 HR. Nonbearing Wall Rating — 2 HR. Load Restricted for Canadian Applications — See Guide BXUV7 1. Concrete Blocks* — Nominal 6 by 8 by 16 in, hollow or solid. Various designs. Classification (2 hr). See Concrete Blocks category for list of eligible manufacturers. ANCHOR CONCRETE PRODUCTS INC GAGNE & SON CONCRETE BLOCK INC GLENWOOD MASONRY PRODUCTS Allowable compressive stress of 57% of max allowable compressive stress in accordance with the empirical design method. OLDCASTLE APG SOUTH INC, DBA ADAMS PRODUCTS WESTBROOK CONCRETE BLOCK CO INC Allowable compressive stress of 75.6% of max allowable compressive stress in BXUV.U906 - Fire Resistance Ratings - ANS I/UL 263 6/1/11 2:47 PM http://database.ul.com/cgi-bin/ulweb/LISEXT/1FRAME/showpage3.html …id=1073741824&version=versionless&parent_id=1073984818&sequence=1 Page 1 of 2 Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - ANSI/UL 263 Design No. U906 September 30, 2010 Bearing Wall Rating — 2 HR. Nonbearing Wall Rating — 2 HR. Load Restricted for Canadian Applications — See Guide BXUV7 1. Concrete Blocks* — Nominal 6 by 8 by 16 in, hollow or solid. Various designs. Classification (2 hr). See Concrete Blocks category for list of eligible manufacturers. ANCHOR CONCRETE PRODUCTS INC GAGNE & SON CONCRETE BLOCK INC GLENWOOD MASONRY PRODUCTS Allowable compressive stress of 57% of max allowable compressive stress in accordance with the empirical design method. OLDCASTLE APG SOUTH INC, DBA ADAMS PRODUCTS WESTBROOK CONCRETE BLOCK CO INC Allowable compressive stress of 75.6% of max allowable compressive stress in BXUV.U906 - Fire Resistance Ratings - ANS I/UL 263 6/1/11 2:47 PM http://database.ul.com/cgi-bin/ulweb/LISEXT/1FRAME/showpage3.html …id=1073741824&version=versionless&parent_id=1073984818&sequence=1 Page 1 of 2 Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - ANSI/UL 263 Design No. U906 September 30, 2010 Bearing Wall Rating — 2 HR. Nonbearing Wall Rating — 2 HR. Load Restricted for Canadian Applications — See Guide BXUV7 1. Concrete Blocks* — Nominal 6 by 8 by 16 in, hollow or solid. Various designs. Classification (2 hr). See Concrete Blocks category for list of eligible manufacturers. ANCHOR CONCRETE PRODUCTS INC GAGNE & SON CONCRETE BLOCK INC GLENWOOD MASONRY PRODUCTS Allowable compressive stress of 57% of max allowable compressive stress in accordance with the empirical design method. OLDCASTLE APG SOUTH INC, DBA ADAMS PRODUCTS WESTBROOK CONCRETE BLOCK CO INC Allowable compressive stress of 75.6% of max allowable compressive stress in BXUV.U906 - Fire Resistance Ratings - ANS I/UL 263 6/1/11 2:47 PM accordance with the empirical design method. 2. Mortar — Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster — Add 1/2 hr to Classification if used. Attached to concrete blocks (Item 1). 4. Foamed Plastic* — (Optional-Not Shown) — 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). THE DOW CHEMICAL CO — Type Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel and Thermax Heavy Duty Plus (HDP) *Bearing the UL Classification Mark Last Updated on 2010-09-30 BXUV.U356 - Fire Resistance Ratings - ANSI/UL 263 6/2/11 10:02 AM http://database.ul.com/cgi-bin/ulweb/LISEXT/1FRAME/showpage3.html …id=1073741824&version=versionless&parent_id=1073984818&sequence=1 Page 1 of 7 Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - ANSI/UL 263 Design No. U356 March 11, 2011 (Exposed to Fire on Interior Face Only) Bearing Wall Rating — 1 Hr Finish Rating — 23 Min or 25 Min (See Item 2C) Load Restricted for Canadian Applications — See Guide BXUV7 BXUV.U356 - Fire Resistance Ratings - ANSI/UL 263 6/2/11 10:02 AM http://database.ul.com/cgi-bin/ulweb/LISEXT/1FRAME/showpage3.html …id=1073741824&version=versionless&parent_id=1073984818&sequence=1 Page 1 of 7 Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - ANSI/UL 263 Design No. U356 March 11, 2011 (Exposed to Fire on Interior Face Only) Bearing Wall Rating — 1 Hr Finish Rating — 23 Min or 25 Min (See Item 2C) Load Restricted for Canadian Applications — See Guide BXUV7 BXUV.U356 - Fire Resistance Ratings - ANSI/UL 263 6/2/11 10:02 AM http://database.ul.com/cgi-bin/ulweb/LISEXT/1FRAME/showpage3.html …id=1073741824&version=versionless&parent_id=1073984818&sequence=1 Page 2 of 7 1. Wood Studs — Nom 2 by 4 in. spaced 16 in. OC with two 2 by 4 in. top and one 2 by 4 in. bottom plates. Studs laterally-braced by wood structural panel sheathing (Item 5) . When Mineral and Fiber Boards* (Item 5A) are considered as bracing for the studs, the load is restricted to 76% of allowable axial load. Walls effectively fire stopped at top and bottom of wall. 2. Gypsum Board* — Any Classified 5/8 in. thick, 4 ft wide, applied vertically and nailed to studs and bearing plates 7 in. OC with 6d cement-coated nails, 1-7/8 in. long with 1/4 in. diam head. When Item 7, Steel Framing Members*, is used, gypsum panels attached to furring channels with 1 in. long Type S bugle-head steel screws spaced 12 in. OC. When Item 7A, Steel Framing Members*, is used, two layers of gypsum panels attached to furring channels. Base layer attached to furring channels with 1 in. long Type S bugle- head steel screws spaced 12 in. OC. Face layer attached to furring channels with 1-5/8 in. long Type S bugle-head steel screws spaced 12 in. OC. All joints in face layers staggered with joints in base layers. See Gypsum Board (CKNX) Category for names of Classified Companies. 2A. Gypsum Board* — (As an alternate to Item 2, not shown) - Any 5/8 in. thick 4 ft wide gypsum panels supplied by the Classified Companies listed below shown Gypsum Board* (CKNX) category. Applied vertically and attached to studs and bearing plates with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM CO USG MEXICO S A DE C V BXUV.U356 - Fire Resistance Ratings - ANSI/UL 263 6/2/11 10:02 AM http://database.ul.com/cgi-bin/ulweb/LISEXT/1FRAME/showpage3.html …id=1073741824&version=versionless&parent_id=1073984818&sequence=1 Page 4 of 7 plates with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 1/4 in. diam heads, 7 in. OC. NATIONAL GYPSUM CO — SoundBreak XP Type X Gypsum Board 2E Wall and Partition Facings and Accessories* — (As an alternate to Items 2 through 2D) — Nominal 5/8 in. thick, 4 ft wide panels, secured as described in Item 2. SERIOUS MATERIALS INC — Type QuietRock ES, Type QuietRock QR-527. 2F. Gypsum Board* — (As an alternate to Item 2 ) - Not to be used with item 7. 5/8 in. thick, 4 ft. wide, paper surfaced, applied vertically only and fastened to the studs and plates with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 1/4 in. diam heads, 7 in. OC. CERTAINTEED GYPSUM INC — Type SilentFX 3. Joints and Nailheads — (Not Shown) — Wallboard joints covered with tape and joint compound. Nail heads covered with joint compound. 4. Batts and Blankets* — Mineral fiber or glass fiber insulation, 3-1/2 in. thick, pressure fit to fill wall cavities between studs and plates. Mineral fiber insulation to be unfaced and to have a min density of 3 pcf. Glass fiber insulation to be faced with aluminum foil or kraft paper and to have a min density of 0.9 pcf (min R-13 thermal insulation rating). See Batts and Blankets (BKNV) Category in the Building Materials Directory and Batts and Blankets (BZJZ) Category in the Fire Resistance Directory for names of Classified Companies. 4A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 4) — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 lb/ft 3 . Alternate application method: The fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 lb/ft 3 . U S GREENFIBER L L C — Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material) BXUV.U356 - Fire Resistance Ratings - ANSI/UL 263 6/2/11 10:02 AM http://database.ul.com/cgi-bin/ulweb/LISEXT/1FRAME/showpage3.html …id=1073741824&version=versionless&parent_id=1073984818&sequence=1 Page 5 of 7 4B. Fiber, Sprayed* — As an alternate to Item 4 and 4A — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 4.58 lb/ft 3 . NU-WOOL CO INC — Cellulose Insulation 4C. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 4) - Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. The minimum dry density shall be 4.30 lbs/ft 3 . INTERNATIONAL CELLULOSE CORP — Celbar-RL 5. Wood Structural Panel Sheathing — Min 7/16 in. thick, 4 ft wide wood structural panels, min grade "C-D" or "Sheathing" . Installed with long dimension of sheet (strength axis) or face grain of plywood parallel with or perpendicular to studs. Vertical joints centered on studs. Horizontal joints backed with nom 2 by 4 in. wood blocking. Attached to studs on exterior side of wall with 6d cement coated box nails spaced 6 in. OC at perimeter of panels and 12 in. OC along interior studs. 5A. Mineral and Fiber Boards* — As an alternate to Item 5 - Min 1/2 in. thick, 4 ft wide sheathing, installed vertically to studs. Vertical joints centered on studs. Horizontal joints backed with nom 2 by 4 in. wood blocking. Attached to studs on exterior side of wall with 1-1/2 in. long galvanized roofing nails spaced 6 in. OC at perimeter of panels and 12 in. OC along interior studs. As an option a weather resistive barrier may be applied over the Mineral and Fiber Boards. TEMPLE-INLAND FOREST PRODUCTS CORP — Types FiberBrace or QuietBrace 6. Exterior Facings — Installed in accordance with the manufacturer's installation instructions. One of the following exterior facings is to be applied over the sheathing: A. Vinyl Siding — Molded Plastic* — Contoured rigid vinyl siding having a flame spread value of 20 or less. See Molded Plastic (BTAT) category in the Building Materials Directory for names of manufacturers. B. Particle Board Siding — Hardboard exterior sidings including patterned panel or lap siding. BXUV.U356 - Fire Resistance Ratings - ANSI/UL 263 6/2/11 10:02 AM http://database.ul.com/cgi-bin/ulweb/LISEXT/1FRAME/showpage3.html …id=1073741824&version=versionless&parent_id=1073984818&sequence=1 Page 5 of 7 4B. Fiber, Sprayed* — As an alternate to Item 4 and 4A — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 4.58 lb/ft 3 . NU-WOOL CO INC — Cellulose Insulation 4C. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 4) - Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. The minimum dry density shall be 4.30 lbs/ft 3 . INTERNATIONAL CELLULOSE CORP — Celbar-RL 5. Wood Structural Panel Sheathing — Min 7/16 in. thick, 4 ft wide wood structural panels, min grade "C-D" or "Sheathing" . Installed with long dimension of sheet (strength axis) or face grain of plywood parallel with or perpendicular to studs. Vertical joints centered on studs. Horizontal joints backed with nom 2 by 4 in. wood blocking. Attached to studs on exterior side of wall with 6d cement coated box nails spaced 6 in. OC at perimeter of panels and 12 in. OC along interior studs. 5A. Mineral and Fiber Boards* — As an alternate to Item 5 - Min 1/2 in. thick, 4 ft wide sheathing, installed vertically to studs. Vertical joints centered on studs. Horizontal joints backed with nom 2 by 4 in. wood blocking. Attached to studs on exterior side of wall with 1-1/2 in. long galvanized roofing nails spaced 6 in. OC at perimeter of panels and 12 in. OC along interior studs. As an option a weather resistive barrier may be applied over the Mineral and Fiber Boards. TEMPLE-INLAND FOREST PRODUCTS CORP — Types FiberBrace or QuietBrace 6. Exterior Facings — Installed in accordance with the manufacturer's installation instructions. One of the following exterior facings is to be applied over the sheathing: A. Vinyl Siding — Molded Plastic* — Contoured rigid vinyl siding having a flame spread value of 20 or less. See Molded Plastic (BTAT) category in the Building Materials Directory for names of manufacturers. B. Particle Board Siding — Hardboard exterior sidings including patterned panel or lap siding. BXUV.U356 - Fire Resistance Ratings - ANSI/UL 263 6/2/11 10:02 AM http://database.ul.com/cgi-bin/ulweb/LISEXT/1FRAME/showpage3.html …id=1073741824&version=versionless&parent_id=1073984818&sequence=1 Page 6 of 7 C. Wood Structural Panel or Lap Siding — APA Rated Siding, Exterior, plywood, OSB or composite panels with veneer faces and structural wood core, per PS 1 or APA Standard PRP-108, including textured, rough sawn, medium density overlay, brushed, grooved and lap siding. D. Cementitious Stucco — Portland cement or synthetic stucco systems with self-furring metal lath or adhesive base coat. Thickness from 3/8 to 3/4 in., depending on system. E. Brick Veneer — Any type on nom 4 in. wide brick veneer. When brick veneer is used, the rating is applicable with exposure on either face. Brick veneer fastened with corrugated metal wall ties attached over sheathing to wood studs with 8d nail per tie: ties spaced not more than each sixth course of brick and max 32 in. OC horizontally. One in. air space provided between brick veneer and sheathing. F. Exterior Insulation and Finish System (EIFS) — Nom 1 in. Foamed Plastic* insulation bearing the UL Classification Marking, attached over sheathing and finished with coating system, or Portland cement or synthetic stucco systems, in accordance with manufacturer's instructions. See Foamed Plastic (BRYX and CCVW) categories for names of Classified companies. G. Siding — Aluminum or steel siding attached over sheathing to studs. H. Fiber-Cement Siding — Fiber-cement exterior sidings including smooth and patterned panel or lap siding. 7. Steel Framing Members — (Optional, Not Shown)* — Furring Channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Gypsum board attached to furring channels as described in Item 2. b. Steel Framing Members* — Used to attach furring channels (Item 7a) to studs . Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. BXUV.U356 - Fire Resistance Ratings - ANSI/UL 263 6/2/11 10:02 AM http://database.ul.com/cgi-bin/ulweb/LISEXT/1FRAME/showpage3.html …id=1073741824&version=versionless&parent_id=1073984818&sequence=1 Page 7 of 7 PAC INTERNATIONAL INC — Type RSIC-1. 7A. Steel Framing Members (Optional, Not Shown)* — Furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. Two layers of gypsum board attached to furring channels as described in Item 2. b. Steel Framing Members* — Used to attach furring channels (Item 7Aa) to interior side of studs. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2-1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC — Type Isomax. 8. Non-Bearing Wall Partition Intersection — (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two 3in. long 10d nails spaced a max. 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long 10d nails spaced a max 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be framed by with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. Maximum one non-bearing wall partition intersection per stud cavity. Non- bearing wall partition stud depth shall be at a minimum equal to the depth of the bearing wall. *Bearing the UL Classification Mark Last Updated on 2011-03-11 WALLS AND INTERIOR PARTITIONS, WOOD FRAMED GA FILE NO. WP 3343 PROPRIETARY* 1 HOUR FIRE 45 to 49 STC SOUND Thickness: 47 /8" Approx. Weight: 7 psf Fire Test: ITS 3152726, 9-8-08 Sound Test: OL 08-0905, 9-3-08 GYPSUM PANEL PRODUCT, WOOD STUDS One layer 5 /8" proprietary gypsum panel product applied parallel to each side of 2 x 4 wood studs 16" o.c. with 6d coated nails, 17 /8" long, 0.0915" shank, 1 /4" heads, 7" o.c. Joints staggered 16" on opposite sides. Sound tested with 31 /2" glass fiber insulation friction fit in stud space. (LOAD-BEARING) PROPRIETARY GYPSUM PANEL PRODUCT Temple-Inland - 5 /8"" ComfortGuard Sound Deadening Gypsum Board *Contact the manufacturer for more detailed information on proprietary products. 64 GA-600-2009 FIRE RESISTANCE DESIGN MANUAL GA FILE NO. WP 3360 GENERIC 1 HOUR FIRE 45 to 49 FSTC SOUND Thickness: 55 /8" Approx. Weight: 8 psf Fire Test: UC, 2-4-65 Field Sound Test:ACI 7-1152004a, 12-21-64 GYPSUM WALLBOARD, WOOD STUDS Base layer 3 /8" gypsum wallboard or gypsum veneer base applied parallel to each side of 2 x 4 wood studs 16" o.c. with 5d coated nails, 13 /4" long, 0.082" shank, 7 /32" heads, 12" o.c. Face layer 5 /8" type X gypsum wallboard or gypsum veneer base applied parallel to each side with 6" wide strips of laminating compound combed along edges and intermediate studs and 6d finish nails, 2" long, 0.0915" shank, 0.135" heads driven at 45° angle 24" o.c. at intermediate studs. Joints staggered 16" o.c. each layer and side. (LOAD-BEARING) GA FILE NO. WP 3370 GENERIC 1 HOUR FIRE 45 to 49 STC SOUND Thickness: 9!" Approx. Weight: 8 psf Fire Test: See WP 3605 (UL R1319-4, 6, 6-17-52; UL R2717-39, 1-20-66; UL R3501-52, 3-15-66, UL Design U305; ULC Design W301); UL R4024, 10-31-68 Sound Test: NRCC TL-93-261, IRC-IR-761, 3/98 GYPSUM WALLBOARD, WOOD STUDS One layer 5 /8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of double row of 2 x 4 wood studs 16" o.c. on separate plates 1" apart with 6d coated nails, 17 /8" long, 0.0915" shank, 1 /4" heads, 7" o.c. Joints staggered 16" on opposite sides. Horizontal bracing required at mid-height. (LOAD- BEARING) BXUV.U302 - Fire Resistance Ratings - ANSI /UL 263 1/6/12 4:40 PM http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpag …d=1073741824&version=versionless&parent_id=1073984818&sequence=1 Page 2 of 3 BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO — Type DBX-1. CERTAINTEED GYPSUM INC — Types 1, FRPC, SF3, EGRG, GlasRoc, Type C or Type X. CERTAINTEED GYPSUM CANADA INC — Type C, Type X or Type Abuse-Resist ant . CGC INC — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, WRC, WRX. GEORGIA-PACIFIC GYPSUM L L C — Types 5, 6, 9, C, DAP, DD, DA, DAPC , DGG, DS, GPFS1, GPFS6. LAFARGE NORTH AMERICA INC — Types LGFC2, LGFC2A, LGFC3, LGFC6, LGFC6A, LGFC-C, LGFC-C/A, LGFC- WD. NATIONAL GYPSUM CO — Types FSK-C, FSK-G, FSW, FSW-5, FSW-6, FSW-C, FSW-G, FSL. NATIONAL GYPSUM CO — Riyadh, Saudi Arabia — Type FR, or WR. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type C, PG-3, PG-4, PG-5, PG-9, PG-11 or PG-C. PANEL REY S A — Types PRC, PRX, RHX, MDX, ETX SIAM GYPSUM INDUSTRY (SARABURI) CO LTD — Type EX-1. TEMPLE-INLAND — Types TG-C, Type X, Veneer Plast er Base - Type X, Wat er Rat ed - Type X, Sheat hing - Type X, Soffit - Type X, GreenGlass Type X. UNITED STATES GYPSUM CO — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, USGX, WRC, WRX. USG MEXICO S A DE C V — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, WRC or WRX. 1A. Gypsum Board* — (As an alternate t o Item 1) — Nom 3/4 in. thick, inst alled as described in It em 1. CGC INC — Types AR, IP-AR, IPC-AR. UNITED STATES GYPSUM CO — Types AR, IP-AR, IPC-AR, USG MEXICO S A DE C V — Types AR, IP-AR, -IPC-AR. 1B. Gypsum Board* — (As an Alternate t o Item 1) - 5/8 in. t hick applied eit her horizontally or vert ically. Inner layers fast ened t o framing wit h 1-1/4 in. long Type W coarse t hread gypsum panel st eel screws spaced a max 8 in. OC, wit h last screw 1 in. from edge of board. Outer layers fast ened t o framing wit h 1-7/8 in. long Type W coarse thread gypsum panel st eel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. When used in widt hs ot her than 48 in., gypsum board to be inst alled horizont ally. All joint s in face layers st aggered with joint s in base layers. Joint s of each base layer offset wit h joint s of base layer on opposit e side. Exposed joint s covered with joint compound and paper t ape. BXUV.U302 - Fire Resistance Ratings - ANSI /UL 263 1/6/12 4:40 PM AMERICAN GYPSUM CO — Types AGX-1, M-Glass, AG-C. 1C. Gypsum Board* — (As an alternate to Items 1 through 1B) - 5/ 8 in. thick, 4 ft. wide, paper surfaced applied vertically and secured as described in Item 1. CERTAINTEED GYPSUM INC — Type SilentFX NATIONAL GYPSUM CO — SoundBreak XP Type X Gypsum Board TEMPLE-INLAND — Type X ComfortGuard Sound Deadening Gypsum Board. ID. Wal l and Partition Facings and Accessories* — (As an alternate to Items 1 through 1C) — Nominal 5/ 8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 1. SERIOUS ENERGY INC — Types QuietRock ES, QuietRock 527. 2. Sheathing — 1/2 in. thick exterior gypsum sheathing, 24 in. wide sheets, T&G edges. Min weight of sheets 1800 lb per 1000 sq ft, min thickness 0.480 in. Attached to studs horizontally with 1-3/ 4 in. long, 11d, 7/ 16 in. diam flathead galv roofing nails spaced 6 in. OC. Vertical joints located over studs and staggered between adjacent rows. 3. Corrugated Wal l Ties — 3/ 4 in. wide by 6-5/ 8 in. long, 20 MSG galv steel. Attached to each stud with 2- 3/ 8 in. long 8d cement coated nails, every sixth course of bricks. 4. Cl ay Face Bricks — 2-1/ 4 by 3-3/ 4 by 8 in. with cored holes, laid in full bed of mortar 3/ 8 to 1/2 in. thick consisting of three parts of clean sharp sand to one part of portland cement (proportioned by vol) and 15 percent hydrated lime (by cement vol). 5. Cementitious Backer Units* — (Optional Item Not Shown - For Use On Face Of 2 Hr Systems With All Standard Items Required) - 1/2 in., 5/ 8 in., 3/ 4 in. or 1 in. thick, min. 32 in. wide.- Applied vertically with vertical joints centered over studs. Face layer fastened over gypsum board to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in. for steel framing members, and a minimum of 3/4 in. for wood framing members spaced a max of 8 in. OC. NATIONAL GYPSUM CO — Type PermaBase *Bearing the UL Classification Mark Last Updated on 2011-12-15 BXUV.U302 - Fire Resistance Ratings - ANSI /UL 263 1/6/12 4:40 PM http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpag …d=1073741824&version=versionless&parent_id=1073984818&sequence=1 Page 1 of 3 Design No. U302 BXUV.U302 Fire Resistance Ratings - ANSI/UL 263 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 Listed or Classified 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 as Classified, Listed, or Recognized. Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - ANSI/UL 263 Design No. U302 December 15, 2011 Bearing Wall Rating — 2 HR. Finish Rating — 59 Min. Load Restricted for Canadian Applications — See Guide BXUV7 1. Gypsum Board* — 5/8 in. thick, two layers applied either horizontally or vertically. Inner layer attached to studs with 6d cement coated nails 1-7/8 in. long, 0. 0915 in. shank diam and 1/4 in. diam heads spaced 8 in. OC. Outer layer attached to studs over inner layer with 8d cement coated nails 2-3/8 in. long, 0. 113 in. shank diam and 9/32 in. diam heads, spaced 8 in. OC. Vertical joints located over studs. Vertical and horizontal joints between inner and outer layers staggered. Exposed joints covered with joint compound and paper tape. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard with the joints reinforced with paper tape. Gypsum board other than 48 in. wide must be applied horizontally. ACADIA DRYWALL SUPPLIES LTD — Type X AMERICAN GYPSUM CO — Types AG-C, AGX-1, M-Glass, AGX-11 1 System No. HW-D-1001 Assembly Ratings — 1, 2 & 3 Hr (See Item 1) L Rating At Ambient — Less Than 1 CFM/LIN Ft L Rating At 400 F — Less Than 1 CFM/LIN Ft Nominal Joint Width — 4 In. Class II Movement Capabilities — 25% Compression Or Extension 1. Floor Assembly — Lightweight or normal weight reinforced (100-150 pcf or 1600-2400 kg/m3) structural concrete. The hourly rating of the joint system is dependent upon the min thickness of the ® oor as tabulated below: Min Thickness of Floor, In (mm) Assembly Rating, Hr 2-1/2 (64) 1 3-1/4 (83) 2 4-1/2 (114) 3 2. Wall Assembly — Min 5 in. (127 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) structural concrete. Wall may also be constructed of any UL Classi¯ ed Concrete Blocks*. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 3. Joint System — Max separation between bottom of ® oor and top of wall (at time of installation of joint system) is 4 in. (102 mm). The joint system is designed to accommodate max 25 percent compression or extension from its installed width. The joint system shall consist of the following: A. Forming Material* — Min 4 pcf (64 kg/m3) mineral wool batt insulation installed in joint opening as a permanent form. Pieces of batt cut to min width of 4 in. (102 mm) and installed edge-¯ rst into joint opening, parallel with joint direction, such that batt sections are compressed min 50 percent in thickness and such that the compressed batt sections are recessed from each surface of the wall as required to accommodate the required thickness of ¯ ll material. Adjoining lengths of batt to be tightly butted with butted seams spaced min 16 in. (406 mm) apart along the length of the joint. FIBREX INSULATIONS INC — FBX Sa¯ ng Insulation IIG MINWOOL L L C — Sa¯ ng Insulation/MW ROCK WOOL MANUFACTURING CO — Delta Board ROXUL INC — SAFE THERMAFIBER L L C — Type SAF B. Fill, Void or Cavity Material* — Min 1/2 in. (13 mm) thickness of ¯ ll material installed within joint on each side of the wall, ® ush with each surface of wall. SPECIFIED TECHNOLOGIES INC — Pensil 300 Sealant *Bearing the UL Classi¯ cation Mark Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: 03/08/04 Speci¯ ed Technologies, Inc., Somerville, NJ (800) 992-1180 FOD-3125 Design No. L511 BXUV.L511 Fire Resistance Ratings - ANSI/UL 263 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 Listed or Classified 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 as Classified, Listed, or Recognized. Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - ANSI/UL 263 Design No. L511 December 28, 2012 Unrestrained Assembly Rating — 2 Hr. Finish Rating — 71 Min. Load Restricted for Canadian Applications — See Guide BXUV7 1. Flooring Sy stems — The flooring system shall consist of one of the following: Sy stem No. 1 Subflooring — Min 1 by 6 in. T & G lumber fastened diagonally to joists. Vapor Barrier — Nom 0. 010 in. thick commercial rosin-sized building paper. Finish Flooring — Min 1 by 3 in. T & G and end matched, laid perpendicular to joists. Sy stem No. 2 Subflooring — Min 15/32 in. thick wood structural panels, min grade "C-D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier - (Optional) — Nom 0. 030 in. thick commercial asphalt saturated felt. Floor Mat Materials* - (Optional) — Min 3/8 in. to max 3/4 in. thick floor mat material loose laid over the subfloor. Floor topping thickness shall be as specified under Floor Topping Mixture. UNITED STATES GYPSUM CO — Levelrock Brand Sound Reduction Board Alternate Floor Mat Materials* - (Optional) — Floor mat material nom 1/4 in. thick loose laid over the subfloor. Floor topping thickness shall be as specified under Floor Topping Mixture. UNITED STATES GYPSUM CO — Levelrock Brand Floor Underlayment SRM-25 Alternate Floor Mat Materials* (Optional) — Nom 3/8 in. thick floor mat material loose laid over the subfloor. Floor topping thickness shall be as specified under Floor Topping Mixture*. GRASSWORX L L C — Type SC50 Finish Flooring - Floor Topping Mixture* — Min 3/4 or 1 in. thickness of floor topping mixture for min 19/32 or min 15/32 in. thick wood structural panels respectively, having a min compressive strength of 1200 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. UNITED STATES GYPSUM CO — Type LRK Sy stem No. 3 Subflooring — Min 15/32 in. thick wood structural panels, min grade "C-D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier - (Optional) —Nom 0. 010 in. thick commercial rosin-sized building paper. Finish Flooring — Min 19/32 in. wood structural panels , min grade "Underlayment" or "Single Floor". Face grain of plywood or strength axis of panels to be perpendicular to joists with joints staggered. Sy stem No. 4 Subflooring — Min 15/32 in. thick wood structural panels, min grade "C-D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier - (Optional) — Nom 0. 010 in. thick commercial rosin-sized building paper. Finish Flooring — Floor Topping Mixture* — Min 1-1/2 in. thickness of floor topping mixture having a min compressive strength of 1000 psi and a cast density of 100 plus or minus 5 pcf. Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle. Mixture shall consist of 1. 4 cu feet of preformed foam concentrate to 94 lbs Type I Portland cement, 300 lbs of sand with 5-1/2 gal of water. ELASTIZELL CORP OF AMERICA — Type FF Sy stem No. 5 Subflooring — Min 15/32 in. thick wood structural panels, min grade "C-D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier - (Optional) — Nom 0. 010 in. thick commercial rosin-sized building paper. Floor Mat Materials* - (Optional) — Nom 6 mm thick floor mat material adhered to subfloor with Hacker Floor Primer. Primer to be applied to the surface of the mat prior to the placement of floor-topping mixture. When floor mat material is used, min thickness of floor topping mixture is 1 in. HACKER INDUSTRIES INC — Type Hacker Sound-Mat. Alternate Floor Mat Materials* — (Optional) — Floor mat material nom 10 mm thick adhered to subfloor with Hacker Floor Primer. Primer to be applied to the surface of the mat prior to the placement of a min 1-1/2 in. of floor-topping mixture. HACKER INDUSTRIES INC — Type Hacker Sound-Mat II. Alternate Floor Mat Materials* — (Optional) — Floor mat material nom 1/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a min of 1 in. HACKER INDUSTRIES INC — Type Quiet Qurl 55/025 Alternate Floor Mat Materials* — (Optional) — Floor mat material nom 3/8 in. thick loose laid over the subfloor. Floor topping thickness shall be a min of 1-1/2 in. HACKER INDUSTRIES INC — Type Quiet Qurl 60/040 Alternate Floor Mat Materials* — (Optional) — Floor mat material nom 3/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a min of 1-1/2 in. HACKER INDUSTRIES INC — Type Quiet Qurl 65/075 Metal Lath (Optional) — For use with 3/8 in. or 10 mm floor mat materials, 3/8 in. expanded steel diamond mesh, 3. 4 lbs/sq yd placed over the floor mat material. Hacker Floor Primer to be applied prior to the placement of the metal lath. When metal lath is used, floor topping thickness a nom 1-1/4 in. over the floor mat. Finish Flooring — Floor Topping Mixture* — Min 3/4 or 1 in. thickness of floor topping mixture for min 19/32 or min 15/32 in. thick wood structural panels respectively, having a min compressive strength of 1100 psi. Mixture shall consist of 6. 8 gal of water to 80 lbs of floor topping mixture to 1. 9 cu ft of sand. HACKER INDUSTRIES INC — Firm-Fill Gypsum Concrete, Firm-Fill 2010, Firm-Fill 4010, Firm-Fill High Strength, Gyp-Span Radiant, Firm-Fill 3310. Sy stem No. 6 Subflooring — Min 15/32 in. thick wood structural panels, min grade "C-D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier - (Optional) — Nom 0. 010 in. thick commercial rosin-sized building paper. Finish Flooring - Floor Topping Mixture* — Min 1in. thickness of floor topping mixture having a min compressive strength of 1000 psi and a cast density of 100 plus or minus 5 pcf. Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle. Mixture shall consist of 1. 4 cu feet of preformed foam concentrate to 94 lbs Type I Portland cement, 62. 5 lb of pea gravel, 312. 5 lbs of sand with 5-1/2 gal of water. LITE-CRETE INC — Type I Sy stem No. 7 Subflooring — Min 15/32 in. thick wood structural panels, min grade "C-D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Retarder — (Optional) — Nom 0. 030 in. thick commercial asphalt saturated felt. Finish Flooring — Floor Topping Mixture* — Min 3/4 or 1 in. thickness of floor topping mixture for min 19/32 or min 15/32 in. thick wood structural panels respectively, having a min compressive strength of 1000 psi. Mixture shall consist of 5 to 8 gal of water to 80 lbs of floor topping mixture to 2. 1 cu ft of sand. ULTRA QUIET FLOORS — Types UQF-A, UQF-Super Blend, UQF-Plus 200 Design No. L511 BXUV.L511 Fire Resistance Ratings - ANSI/UL 263 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 Listed or Classified 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 as Classified, Listed, or Recognized. Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - ANSI/UL 263 Design No. L511 December 28, 2012 Unrestrained Assembly Rating — 2 Hr. Finish Rating — 71 Min. Load Restricted for Canadian Applications — See Guide BXUV7 1. Flooring Sy stems — The flooring system shall consist of one of the following: Sy stem No. 1 Subflooring — Min 1 by 6 in. T & G lumber fastened diagonally to joists. Vapor Barrier — Nom 0. 010 in. thick commercial rosin-sized building paper. Finish Flooring — Min 1 by 3 in. T & G and end matched, laid perpendicular to joists. Sy stem No. 2 Subflooring — Min 15/32 in. thick wood structural panels, min grade "C-D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier - (Optional) — Nom 0. 030 in. thick commercial asphalt saturated felt. Floor Mat Materials* - (Optional) — Min 3/8 in. to max 3/4 in. thick floor mat material loose laid over the subfloor. Floor topping thickness shall be as specified under Floor Topping Mixture. UNITED STATES GYPSUM CO — Levelrock Brand Sound Reduction Board Alternate Floor Mat Materials* - (Optional) — Floor mat material nom 1/4 in. thick loose laid over the subfloor. Floor topping thickness shall be as specified under Floor Topping Mixture. UNITED STATES GYPSUM CO — Levelrock Brand Floor Underlayment SRM-25 Alternate Floor Mat Materials* (Optional) — Nom 3/8 in. thick floor mat material loose laid over the subfloor. Floor topping thickness shall be as specified under Floor Topping Mixture*. GRASSWORX L L C — Type SC50 Finish Flooring - Floor Topping Mixture* — Min 3/4 or 1 in. thickness of floor topping mixture for min 19/32 or min 15/32 in. thick wood structural panels respectively, having a min compressive strength of 1200 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. UNITED STATES GYPSUM CO — Type LRK Sy stem No. 3 Subflooring — Min 15/32 in. thick wood structural panels, min grade "C-D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier - (Optional) —Nom 0. 010 in. thick commercial rosin-sized building paper. Finish Flooring — Min 19/32 in. wood structural panels , min grade "Underlayment" or "Single Floor". Face grain of plywood or strength axis of panels to be perpendicular to joists with joints staggered. Sy stem No. 4 Subflooring — Min 15/32 in. thick wood structural panels, min grade "C-D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier - (Optional) — Nom 0. 010 in. thick commercial rosin-sized building paper. Finish Flooring — Floor Topping Mixture* — Min 1-1/2 in. thickness of floor topping mixture having a min compressive strength of 1000 psi and a cast density of 100 plus or minus 5 pcf. Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle. Mixture shall consist of 1. 4 cu feet of preformed foam concentrate to 94 lbs Type I Portland cement, 300 lbs of sand with 5-1/2 gal of water. ELASTIZELL CORP OF AMERICA — Type FF Sy stem No. 5 Subflooring — Min 15/32 in. thick wood structural panels, min grade "C-D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier - (Optional) — Nom 0. 010 in. thick commercial rosin-sized building paper. Floor Mat Materials* - (Optional) — Nom 6 mm thick floor mat material adhered to subfloor with Hacker Floor Primer. Primer to be applied to the surface of the mat prior to the placement of floor-topping mixture. When floor mat material is used, min thickness of floor topping mixture is 1 in. HACKER INDUSTRIES INC — Type Hacker Sound-Mat. Alternate Floor Mat Materials* — (Optional) — Floor mat material nom 10 mm thick adhered to subfloor with Hacker Floor Primer. Primer to be applied to the surface of the mat prior to the placement of a min 1-1/2 in. of floor-topping mixture. HACKER INDUSTRIES INC — Type Hacker Sound-Mat II. Alternate Floor Mat Materials* — (Optional) — Floor mat material nom 1/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a min of 1 in. HACKER INDUSTRIES INC — Type Quiet Qurl 55/025 Alternate Floor Mat Materials* — (Optional) — Floor mat material nom 3/8 in. thick loose laid over the subfloor. Floor topping thickness shall be a min of 1-1/2 in. HACKER INDUSTRIES INC — Type Quiet Qurl 60/040 Alternate Floor Mat Materials* — (Optional) — Floor mat material nom 3/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a min of 1-1/2 in. HACKER INDUSTRIES INC — Type Quiet Qurl 65/075 Metal Lath (Optional) — For use with 3/8 in. or 10 mm floor mat materials, 3/8 in. expanded steel diamond mesh, 3. 4 lbs/sq yd placed over the floor mat material. Hacker Floor Primer to be applied prior to the placement of the metal lath. When metal lath is used, floor topping thickness a nom 1-1/4 in. over the floor mat. Finish Flooring — Floor Topping Mixture* — Min 3/4 or 1 in. thickness of floor topping mixture for min 19/32 or min 15/32 in. thick wood structural panels respectively, having a min compressive strength of 1100 psi. Mixture shall consist of 6. 8 gal of water to 80 lbs of floor topping mixture to 1. 9 cu ft of sand. HACKER INDUSTRIES INC — Firm-Fill Gypsum Concrete, Firm-Fill 2010, Firm-Fill 4010, Firm-Fill High Strength, Gyp-Span Radiant, Firm-Fill 3310. Sy stem No. 6 Subflooring — Min 15/32 in. thick wood structural panels, min grade "C-D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier - (Optional) — Nom 0. 010 in. thick commercial rosin-sized building paper. Finish Flooring - Floor Topping Mixture* — Min 1in. thickness of floor topping mixture having a min compressive strength of 1000 psi and a cast density of 100 plus or minus 5 pcf. Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle. Mixture shall consist of 1. 4 cu feet of preformed foam concentrate to 94 lbs Type I Portland cement, 62. 5 lb of pea gravel, 312. 5 lbs of sand with 5-1/2 gal of water. LITE-CRETE INC — Type I Sy stem No. 7 Subflooring — Min 15/32 in. thick wood structural panels, min grade "C-D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Retarder — (Optional) — Nom 0. 030 in. thick commercial asphalt saturated felt. Finish Flooring — Floor Topping Mixture* — Min 3/4 or 1 in. thickness of floor topping mixture for min 19/32 or min 15/32 in. thick wood structural panels respectively, having a min compressive strength of 1000 psi. Mixture shall consist of 5 to 8 gal of water to 80 lbs of floor topping mixture to 2. 1 cu ft of sand. ULTRA QUIET FLOORS — Types UQF-A, UQF-Super Blend, UQF-Plus 200 Sy stem No. 8 Subflooring — Min 15/32 in. thick wood structural panels, min grade "C-D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier — (Optional) — Nom 0. 030 in. thick commercial asphalt saturated felt. Floor Mat Materials* - (Optional) — Nom 1/4 in. thick floor mat material loose laid over the subfloor. Maxxon Floor Primer to be applied to the surface of the mat prior to the floor topping placement. When floor mat material is used, min thickness of floor topping mixture is 1 in. Floor topping thickness a min 3/4 in. over Acousti-Mat I floor mat. MAXXON CORP — Type Acousti-Mat I, Acousti-Mat II, Acousti-Mat II HP. Alternate Floor Mat Materials* - (Optional) — Nom 0. 8 in. thick floor mat material loose laid over the subfloor with Crack Suppression Mat (CSM) loose laid over the floor mat material. Floor topping thickness shall be min 1-1/2 in. MAXXON CORP — Type Acousti-Mat 3, Acousti-Mat 3 HP, Crack Suppression Mat (CSM) Metal Lath (Alternate to Crack Suppression Mat (CSM)) — 3/8 in. expanded galvanized steel diamond mesh, 3. 4 lbs/sq yd loose laid over the floor mat material. Floor topping thickness shall be min 1-1/2 in. Alternate Floor Mat Materials* - (Optional) — Nom 0. 4 in. thick floor mat material loose laid over the subfloor. Maxxon Floor Primer to be applied to the surface of the mat prior to the floor topping placement. Floor topping thickness shall be min 1-1/2 in. MAXXON CORP — Type Enkasonic 9110, Enkasonic 9110 HP. Alternate Floor Mat Materials* - (Optional) — Nom 0. 2 in. thick floor mat material loose laid over the subfloor. Maxxon Floor Primer may be applied to the surface of the mat prior to the floor topping placement. Floor topping thickness shall be as specified under Floor Topping Mixture. MAXXON CORP — Type Acousti-Mat LP-R MAXXON CORP — Type Acousti-Mat LP-R Metal Lath (Optional) — For use with floor mat materials, 3 /8 in. expanded galvanized steel diamond mesh, 3 .4 lbs/sq yd or Maxxon Corp. UL Classified Crack Suppression Mat (CSM) loose laid over the floor mat material. Floor topping thickness shall be min 1 in. MAXXON CORP — Type Crack Suppression Mat (CSM) Finish Flooring - Floor Topping Mixture* — Min 3 /4 or 1 in. thickness of floor topping mixture for min 19/3 2 or min 15/3 2 in. thick wood structural panels respectively, having a min compressive strength of 1200 psi. Mixture shall consist of 4 to 7 gal of water mixed with 80 lbs of floor topping mixture and 1.4 to 1.9 cu ft of sand. RAPID FLOOR SY STEMS — Type RF, RFP, RFU, RFR, Ortecrete System No. 10 Subflooring — Min 15/3 2 in. thick wood structural panels, min grade "C-D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Finish Floor - Mineral and Fiber Board* — Min 1/2 in. thick, supplied in sizes ranging from 3 ft by 4 ft to 8 ft by 12 ft. All joints to be staggered a min of 12 in. with adjacent sub-floor joints. HOMASOTE CO — Type 440-3 2 Mineral and Fiber Board System No. 11 Subflooring — Min 15/3 2 in. thick wood structural panels, min grade "C-D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier - (Optional) — Nom 0.03 0 in. thick commercial asphalt saturated felt. Floor Mat Materials* - (Optional) — Min 3 /8 in. to max 3 /4 in. thick floor mat material loose laid over the subfloor. Floor topping thickness shall be as specified under Floor Topping Mixture. UNITED STATES GY PSUM CO — Levelrock Brand Sound Reduction Board Alternate Floor Mat Materials* - (Optional) — Floor mat material nom 1/4 in. thick loose laid over the subfloor. Floor topping thickness shall be as specified under Floor Topping Mixture. UNITED STATES GY PSUM CO — Levelrock Brand Floor Underlayment SRM-25 Alternate Floor Mat Materials* - (Optional) —Nom 3 /8 in. thick floor mat material loose laid over the subfloor. Floor topping thickness shall be as specified under Floor Topping Mixture. GRASSWORX L L C — Type SC50 Finish Flooring - Floor Topping Mixture* — Min 1/2 or 3 /4 in. thickness of floor topping mixture for min 19/3 2 or min 15/3 2 in. thick wood structural panels respectively, having a min compressive strength of 3 000 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. UNITED STATES GY PSUM CO — Type HSLRK System No. 12 Subflooring — Min 15/3 2 in. thick wood structural panels, min grade "C-D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier - (Optional) — Nom 0.03 0 in. thick commercial asphalt saturated felt. Finish Flooring - Floor Topping Mixture* — Min 1-1/2 in. thickness of floor topping mixture having a min compressive strength of 1000 psi and a cast density of 105 plus or minus 5 pcf. Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle. Mixture shall consist of 1.2 cu feet of preformed foam concentrate to 94 lbs Type I Portland cement, and 3 00 lbs of sand with 5.5 gal of water. CELLULAR CONCRETE L L C — Floor Topping Mixture System No. 13 Subflooring — Min 15/3 2 in. thick wood structural panels, min grade "C-D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier - (Optional) — Nom 0.010 in. thick commercial rosin-sized building paper. Finish Flooring - Floor Topping Mixture* — Min 3 /4 floor topping mixture , having a min compressive strength of 1000 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. ALLIED CUSTOM GY PSUM PLASTERWORKS L L C — Accu-Crete, AccuRadiant, AccuLevel G40 and AccuLevel SD3 0. Alternate Floor Mat Material* - (Optional) - Floor mat material nominal 2 - 9.5 mm thick loose laid over the subfloor. Floor topping shall be a min of 3 /4 in. or 1 in. thickness of floor topping mixture for 19/3 2 or 15/3 2 in. thick wood structural panels respectively. ALLIED CUSTOM GY PSUM PLASTERWORKS L L C — Type AccuQuiet P80, Type AccuQuiet C40, AccuQuiet D13 , Type AccuQuiet RSM 20, Type AccuQuiet RSM 3 2, Type AccuQuiet RSM 48, Type AccuQuiet RSM 64, Type AccuQuiet RSM 120, and Type AccuQuiet D-18. System No. 14 Subflooring — 15/3 2 or 19/3 2 in. thick wood structural panels, min. grade "C-D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to joists with joints staggered. Vapor Barrier — (Optional) — Nom 0.03 0 in. thick commercial asphalt saturated felt. Finish Flooring — Floor Topping Mixture* — Min 3 /4 or 1 in. thickness of floor topping mixture for 19/3 2 or 15/3 2 in. thick wood structural panels respectively, having a min compressive strength of 2100 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. BMI PRODUCTS OF NORTHERN ILLINOIS INC — Maxit 493 System No. 15 Subflooring — Min 15/3 2 in. thick wood structural panels, min grade "C-D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier — (Optional) - Commercial asphalt saturated felt, 0.03 0 in. thick. Vapor Barrier — (Optional) - Nom 0.010 in. thick commercial rosin-sized building paper. Finish Flooring* — Min 3 /4 in. thickness of any Floor Topping Mixture bearing the UL Classification Marking as to Fire Resistance. See Floor- and Roof-Topping Mixtures (CCOX) category for names of Classified Companies. Floor Mat Materials* — (Optional) - Nom. 1/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 3 /4 in. KEENE BUILDING PRODUCTS CO INC — Type Quiet Qurl 55/025 and Quiet Qurl 55/025 N Alternate Floor Mat Materials* — (Optional) - Floor mat material Nom. 3 /8 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1 in. KEENE BUILDING PRODUCTS CO INC — Type Quiet Qurl 60/040 and Quiet Qurl 60/040 N Alternate Floor Mat Materials* — (Optional) - Floor mat material Nom. 3 /4 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1-1/2 in. KEENE BUILDING PRODUCTS CO INC — Type Quiet Qurl 65/075, Quiet Qurl 65/075 N Alternate Floor Mat Materials* — (Optional) - Floor mat material Nom. 1/8 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 3 /4 in. KEENE BUILDING PRODUCTS CO INC — Type Quiet Qurl 52/013 and Quiet Qurl 52/013 N Alternate Floor Mat Materials* — (Optional) - Floor mat material Nom. ! in. entangled net core with a compressible fabric attached to the bottom loose laid over the subfloor. Floor topping thickness shall be a minimum of 1 in. KEENE BUILDING PRODUCTS CO INC — Quiet Qurl 55/025 MT and Quiet Qurl 55/025 N MT System No. 16 Subflooring — Min 1 by 6 in. T & G lumber fastened diagonally to joists. Vapor Barrier — Nom 0.010 in. thick commercial rosin-sized building paper. Finish Flooring - Floor Topping Mixture* — Min 1 in. thickness of floor topping mixture having a min compressive strength of 1000 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. ALLIED CUSTOM GY PSUM PLASTERWORKS L L C — Accu-Crete, AccuRadiant Floor Mat Material* — (Optional) - Floor mat material nominal 2 - 9.5 mm thick loose laid over the subfloor. Floor topping shall be a min of 3 /4 in. ALLIED CUSTOM GY PSUM PLASTERWORKS L L C — Type AccuQuiet P80, Type AccuQuiet C40, Type AccuQuiet RSM 20, Type AccuQuiet RSM 3 2, Type AccuQuiet RSM 48, Type AccuQuiet RSM 64, and Type AccuQuiet RSM 120 2. Wood Joists — Min 2 by 10, spaced 16 in. OC and effectively fireblocked in accordance with local codes. 3 . Cross Bridging — Min 1 by 3 in. or min 2 by 10 solid blocking. 4. Resilient Channels — Formed of 25 MSG galv steel, spaced 24 in. OC perpendicular to joists and located 12 in. from each side edge of base layer gypsum board. Channels placed with 1/4 in. clearance at the ends and fastened to each joist with 1-7/8 in. long No. 7 Type S bugle head screws. Min end clearance of channels to walls: 3 /8 in. Additional channels 60 in. long, placed adjacent to continuous channels at end joints of second layers of gypsum board (Item 5) and similarly secured. Channel ends to extend 6 in. beyond each side of joint. 4A. Steel Framing Members (Not Shown)* — As an alternate to Item 4, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23 /3 2 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to joists. Channels secured to joists as described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. b. Steel Framing Members* — Used to attach furring channels (Item a) to joists. Clips spaced 48 in. OC., and secured to alternating joists with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. RSIC-1 clip for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) clip for use with 2-23 /3 2 in. wide furring channels. Adjoining channels are overlapped as described in Item a. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping No. 6 framing screws, min 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Additional clips required to hold furring channel that supports the gypsum board butt joints, as described in Item 5. PAC INTERNATIONAL INC — Types RSIC-1, RSIC-1 (2.75). 5. Gypsum Board* — Two layers of nom 5/8 in. thick, 4 ft wide gypsum board. When resilient channels (Item 4) are used, first layer installed perpendicular to joists with end joints located over bottom of joists. Gypsum board attached to joists with 6d cement coated cooler nails spaced 1 in., 6 in. and 21 in. from each side edge in the field of the board. Butt edges shall occur under joists, fastened with nails spaced 1 in., 6 in., 15 in. and 21 in. from side edges of board, and 1/2 in. back from butt edge. Second layer of gypsum board secured to resilient channels with 1 in. long No. 7 Type S bugle head screws spaced 12 in. OC with additional screws placed 3 in. from each side edge. End joints of second layer offset from end joints in first layer, and secured to both resilient channels as shown in end joint detail. Screws located 3 /4 in. and 1-1/4 in. from side and end joints of boards. When Steel Framing Members (Item 4A) are used, sheets installed with long dimensions parallel with joists. Base layer attached to the furring channels using 1 in. long No. 7 Type S bugle head steel screws spaced 8 in. OC along butted end joints and 12 in. OC in the field of the board. Butted end joints shall be staggered min 2 ft. within the assembly, and occur midway between the continuous furring channels. Each end of each gypsum board shall be supported by a single length of furring channel equal to the width of the gypsum board plus 6 in. on each end. The two furring channels shall be spaced approximately 3 -1/2 in. OC, and be attached to underside of the joist with one RSIC-1 clip at each end of the channel. Butted base layer end joints to be offset a min of 24 in. in adjacent courses. Outer layer attached to the furring channels using 1-5/8 in. long No. 7 Type S bugle head steel screws spaced 8 in. OC at butted joints and 12 in. OC in the field. Butted end joints to be offset a min of 8 in. from base layer end joints. Butted side joints of outer layer to be offset min 18 in. from butted side joints of base layer. AMERICAN GY PSUM CO — Type AG-C CERTAINTEED GY PSUM INC — Type FRPC, Type C CERTAINTEED GY PSUM CANADA INC — Type C CGC INC — Types C, IP-X2, IPC-AR GEORGIA-PACIFIC GYPSUM L L C — Types 5, DAPC LAFARGE NORTH AMERICA INC — Type LGFC-C, LGFC-C/A NATIONAL GY PSUM CO — Types FSK-C, FSW-C, FSW-G PABCO BUILDING PRODUCTS L L C, DBA PABCO GY PSUM — Type C PANEL REY S A — Type PRC TEMPLE-INLAND — Type TG-C THAI GYPSUM PRODUCTS PCL — Type C UNITED STATES GYPSUM CO — Types C, IP-X2, IPC-AR USG MEXICO S A DE C V — Types C, IP-X2, IPC-AR 6. Finishing System - ( Not Shown) — Vinyl, dry or premixed joint compou nd, applied in two coats to joints and screw- heads. Nom 2 in. wide paper tape embedded in first layer of compou nd over all joints. As an alternate, nom. 3/32 in. thick veneer plaster may be applied to the entire su rface of the gypsu m board. *Bearing the UL Classification Mark Last Updated on 2012-12-28 Qu estions? Print this page Terms of Use Page Top © 2013 UL LLC When the UL Leaf Mark is on the produ ct, or when the word "Environment" is inclu ded in the UL Mark, please search the UL Environment database for additional information regarding this produ ct's certification. The appearance of a company's name or produ ct in this database does not in itself assu re that produ cts so identified have been manu factu red u nder UL's Follow-Up Service. Only those produ cts bearing the UL Mark shou ld be considered to be Listed and covered u nder UL's Follow-Up Service. Always look for the Mark on the produ ct. UL permits the reprodu ction of the material contained in the Online Certification Directory su bject to the following conditions: 1. The Gu ide Information, Designs and/or Listings (files) mu st be presented in their entirety and in a non-misleading manner, withou t any manipu lation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" mu st appear adjacent to the extracted material. In addition, the reprinted material mu st inclu de a copyright notice in the following format: "© 2013 UL LLC". B1 HWD1001 consisting of three parts of clean sharp sand to one part of portland cement (proportioned by vol) and 15 percent hydrated lime (by cement vol). 5. Cementitious Backer Units* — (Optional Item Not Shown - F or Use On F ace Of 2 Hr Systems With All Standard Items Required) - 1/2 in., 5/8 in., 3/4 in. or 1 in. thick, min. 32 in. wide.- Applied vertically with vertical joints centered over studs. F ace layer fastened over gypsum board to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in. for steel framing members, and a minimum of 3/4 in. for wood framing members spaced a max of 8 in. OC. C # M6 M8 W4A W4B W4D W4Ei S6B M6i W4Ji S6Ai S6Ei M8E 2 wythes of 3-5/8" METAL stud walls: One layer 5/8” type X gypsum wall board or gypsum veneer base applied parallel or at right angles to each side of double row of 3-5/8" 16” o.c. On separate plates 1” apart. Joints staggered 16” on opposite sides. Horizontal bracing required at mid-height. (LOAD-BEARING). At shear wall locations (see structural drawings), additional layers of 1/2" plywood are added. Gypsum layers are required to be on the outside of the wall design when additional structural panels are applied and fasteners for gypsum board to be long enough (2-3/8” long or greater) to have the same embedment into studs. Ref. to S-series drawings for metal stud gauge. CONC. WALL, REF. S-SERIES DWGS. FOR DETAILS '#' equals Thick-ness in Inches 6" CMU WALL, REF. S-SERIES DWGS. FOR GROUTING AND REINFORCING DETAILS 5 5/8" 8" CMU WALL, REF. S-SERIES DWGS. FOR GROUTING AND REINFORCING DETAILS 7 5/8" 2x4 WOOD STUD, 16" O.C. MIN., 5/8" GYP. ON ONE SIDE 4 1/8" 4 3/4" 2x4 WOOD STUD, 16" O.C. MAX., 5/8" GYP. ON BOTH SIDES, EFFECTIVELY FIRE BLOCKED. REFERENCE UL DESIGN U305. 4 1/8" 2x4 WOOD STUD, 16" O.C. MAX., 5/8" EXT. SHEATHING (REF. S-SERIES DWGS.) ON ONE SIDE 10 3/8" 2x4 WOOD STUD, 16" O.C. MAX., 5/8" EXT. SHEATHING (REF. S-SERIES DWGS.) ON ONE SIDE, 5/8" GYP. ON OPPOSITE SIDE, BATT INSULATION (FULL WIDTH)/ 2" AIR SPACE AND OR BRICK VENEER OR EIFS. (SEE SECTIONS) WALL LEGEND PLAN VIEW SECTION VIEW BRIEF DESCRIPTION THICKNESS UL LISTING STC RATING FIRE RATING 4, IF GREATER THAN 8" ±44 ±45 2, WHEN COMPLY-ING W/ IBC 2006, SECTION 719 AND 720.3 _ _ _ _ _ _ _ ±25 1 U305 30 TO 34 _ _ _ _ _ _ NOTE: AN ADDED i TO THE WALL TAG INDICATES REQUIRED BATT INSULATION NOMINALLY THE SAME THICKNESS (FULL WIDTH) AS THE WALL STUD FRAMING. INSULATION MAY ALREADY BE DESCRIBED AS PART OF THE WALL ASSEMBLY. 1 U465 45-49 7 1/4" 6" METAL STUD WALL; @16" O.C. 5/8" GYP. BD. BOTH SIDES; REF. S-SERIES DWGS. FOR MTL. STUD GAUGE 2 WYTHES OF 3-5/8" METAL STUD WALLS: @16" O.C. STAGGERED 5/8" GYP. BOARD; 3-1/2" WD. STUD BATT INSULATION (FULL WIDTH) R-13 HD 1/2" PLYWOOD 1" AIRSPACE 1/2" PLYWOOD 3 1/2" MTL. STUD BATT INSULATION (FULL WIDTH) R-13 HD 5/8" GYP. BOARD REF. TO S-SERIES DWGS 1 V488 50 10 1/4" 6" CMU WALL, 2" RIGID INSULATION, 5/8" GYP. BOARD. REF. S-SERIES DWGS. FOR GROUTING AND REINFORCING DETAILS ??? ??? ??? 8 1/4" - - - - - - 6 5/8" 6" METAL STUD WALL; @16" O.C. BATT INSULATION (FULL WIDTH) ; 5/8" GYP. BD. ONE SIDE; REF. S-SERIES DWGS. FOR MTL. STUD GAUGE - - - - - - 6 5/8" 6" METAL STUD WALL; @16" O.C. BATT INSULATION (FULL WIDTH) ; 5/8" GYP. BD. ONE SIDE; 2" POLYISO INSULATION; 2" AIR SPACE; BRICK VENEER, SEE SECTIONS; REF. S-SERIES DWGS. FOR MTL. STUD GAUGE WALL LEGEND PLAN VIEW SECTION VIEW BRIEF DESCRIPTION THICKNESS UL LISTING STC RATING FIRE RATING 8" CMU WALL; 2 1/4" AIR SPACE; BRICK VENEER, SEE SECTIONS; REF. S-SERIES DWGS. REF. S- SERIES DWGS. FOR GROUTING AND REINFORCING DETAILS _ ±45 1'-1 1/2" ??? NOT SURE ABOUT RATINGS 10.06.17 10.06.17 04/16/18 Nick Mishler