design no. u356 design no. u341 design no. u340 design...

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Design No. U340 May 11, 2012 %HDULQJ :DOO 5DWLQJ ² +U )LQLVK 5DWLQJ ² 6HH ,WHP /RDG 5HVWULFWHG IRU &DQDGLDQ $SSOLFDWLRQV ² 6HH *XLGH %;89 HORIZONTAL SECTION 1. :RRG 6WXGV ² Nom 2 by 4 in. alternating on opposite sides of nom 2 by 6 in. wood plates. Spaced 24 in. OC max on each side of wood plates, staggered 12 in. OC on opposite side. 2. *\SVXP %RDUG ² 5/8 in. thick wallboard, paper or vinyl faced with beveled, square, tapered or rounded edges. Wallboard nailed to each stud 7 in. OC with 6d cement coated nails, 1-7/8 in. long, 0.0915 in. shank diam and 1/4 in. diam head. As an alternate, No. 6 bugle head drywall screws, 1-7/8 in. long, may be substituted for the 6d cement coated nails. When used in widths other than 48 in., wallboard to be installed horizontally. When Steel Framing Members* (Item 5) are used, wallboard attached to furring channels with 1 in. long Type S bugle-head steel screws spaced 12 in. OC. AMERICAN GYPSUM CO ² 7\SHV $*& CERTAINTEED GYPSUM INC ² 7\SH )53& )LQLVK UDWLQJ PLQ 7\SH & CERTAINTEED GYPSUM CANADA INC ² 7\SH & CGC INC ² 7\SHV & ,3; )LQLVK UDWLQJ PLQ GEORGIA-PACIFIC GYPSUM L L C ² 7\SHV )LQLVK UDWLQJ PLQ '$3& LAFARGE NORTH AMERICA INC ² 7\SHV /*)&& /*)&&$ NATIONAL GYPSUM CO ² 7\SHV )6.& )6:& )6:* PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM ² 7\SH & RU 3*& TEMPLE-INLAND ² 7\SH 7*& UNITED STATES GYPSUM CO ² 7\SHV & ,3; )LQLVK UDWLQJ PLQ 2A. :DOO DQG 3DUWLWLRQ )DFLQJV DQG $FFHVVRULHV ² (As an alternate to Item 2, not shown) - Nominal 5/8 in. thick, 4 ft wide panels, applied vertically to studs and bearing plates on one side of the assembly with 1-5/8 in. long Type S screws spaced 12 in. OC at perimeter of panels and 8 in. OC in the field. Horizontal joints of vertically applied panels need not be backed by studs. Panel joints covered with paper tape and two layers of joint compound. Screwheads covered with two layers of joint compound. Batts and Blankets placed in stud cavity as described in Item 4B. Not evaluated for use with Steel Framing Members, Furring Channels or Fiber, Sprayed. SERIOUS ENERGY INC ² 7\SH 4XLHW5RFN 45 ILQLVK UDWLQJ PLQ 2B. *\SVXP %RDUG ² $V DQ DOWHUQDWH WR ,WHP ² LQ WKLFN J\SVXP SDQHOV ZLWK EHYHOHG VTXDUH RU WDSHUHG HGJHV applied either horizontally or vertically. Gypsum panels fastened to framing 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. When used in widths of other than 48 in., gypsum boards are to be installed horizontally. AMERICAN GYPSUM CO ² 7\SH $*& 2C. :DOO DQG 3DUWLWLRQ )DFLQJV DQG $FFHVVRULHV ² $V DQ DOWHUQDWH WR ,WHP DQG $ ² 1RPLQDO LQ WKLFN IW ZLGH panels, applied vertically. 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. Horizontal joints of vertically applied panels to be backed by studs. SERIOUS ENERGY INC ² 7\SH 4XLHW5RFN (6 7\SH 4XLHW5RFN 45 2D. *\SVXP %RDUG ² For use with Item 6 - 5/8 in. thick, applied vertically and attached to resilient channels with 1 in. long steel screws spaced 8 in. OC. Joints staggered on opposite sides of wall. Insulation, Item 4D or 4E is required. AMERICAN GYPSUM CO ² 7\SH $*& 3. -RLQWV DQG 1DLOKHDGV ² Wallboard joints covered with tape and joint compound. Nail heads covered with joint compound. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to entire surface of Classified veneer baseboard. Joints reinforced. 4. %DWWV DQG %ODQNHWV ² 2SWLRQDO ² LQ PD[ WKLFNQHVV JODVV RU PLQHUDO ILEHU EDWW LQVXODWLRQ VWDSOHG WR VWXGV See Batts and Blankets (BZJZ) category for list of Classified companies. 4A. )LEHU 6SUD\HG ² $V DQ DOWHUQDWH WR %DWWV DQG %ODQNHWV ,WHP ² 6SUD\ DSSOLHG FHOOXORVH PDWHULDO 7KH ILEHU LV DSSOLHG 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/ft3. 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/ft3. U S GREENFIBER L L C ² &RFRRQ 6WDELOL]HG RU &RFRRQ)50 )LUH 5DWHG 0DWHULDO 4B. %DWWV DQG %ODQNHWV ² 5HTXLUHG IRU XVH ZLWK :DOO DQG 3DUWLWLRQ )DFLQJV DQG $FFHVVRULHV ,WHP $ ² *ODVV ILEHU insulation, nom 3-1/2 in. thick, min. density of 0.80 pcf, with a flame spread of 25 or less and a smoke developed of 50 or less, friction-fitted to completely fill the stud cavities. See Batts and Blankets Category (BKNV) for names of manufacturers. U S GREENFIBER L L C ² &RFRRQ 6WDELOL]HG RU &RFRRQ)50 )LUH 5DWHG 0DWHULDO 4C. )LEHU 6SUD\HG ² 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/ft3. INTERNATIONAL CELLULOSE CORP ² &HOEDU5/ 4D. %DWWV DQG %ODQNHWV ² Required for use with resilient channels, Item 6, min. 3 in. thick mineral wool batts, placed to fill interior of wall, attached to the nom. 4 in. face of the studs with staples placed 24 in. OC. THERMAFIBER INC ² 7\SH 6$)% 4E. %DWWV DQG %ODQNHWV ² (As an alternate to Item 4D) - min. 3 in. thick glass fiber batts bearing the UL Classification Marking as to Surface Burning and/or Fire Resistance, placed to fill the interior of the wall, attached to the nom. 4 in. face of the studs with staples placed 24 in. OC. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 5 6WHHO )UDPLQJ 0HPEHUV 2SWLRQDO 1RW 6KRZQ ² Furring channels and Steel Framing Members as described below: a. )XUULQJ &KDQQHOV ² 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. Wallboard attached to furring channels as described in Item 2. b. 6WHHO )UDPLQJ 0HPEHUV ² used to attach furring channels (Item a) to studs (Item 1) . 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. PAC INTERNATIONAL INC ² 7\SH 56,& 6. )XUULQJ &KDQQHO ² Optional - Not Shown - For use on one side of the wall with Item 2D - 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 4D or 4E is required. 7. :DOO DQG 3DUWLWLRQ )DFLQJV DQG $FFHVVRULHV ² 2SWLRQDO 1RW VKRZQ ² 1RPLQDO LQ WKLFN IW ZLGH SDQHOV IRU 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 ENERGY INC ² 7\SH 4XLHW5RFN 45 8. 1RQ%HDULQJ :DOO 3DUWLWLRQ ,QWHUVHFWLRQ ² (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 Design No. U336 October 27, 2010 Exposed to fire from separation Wall side only 1RQEHDULQJ :DOO 5DWLQJ ² +U )LQLVK 5DWLQJ ² 0LQ SEPARATION WALL: (Max Height - 66 ft) 1. )ORRU ,QWHUPHGLDWH RU 7RS :DOO ² 2 in. wide channel shaped with 1 in. long legs formed from No. 25 MSG galv steel, secured with suitable fasteners spaced 24 in. OC. 2. 0HWDO 6WXGV ² Steel members formed from No. 25 MSG galv steel having "H" -shaped flanged spaced 24 in. OC; overall depth 2 in. and flange width 1-3/8 in. 3. *\SVXP %RDUG ² Two layers of 1 in. thick gypsum board liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted into "H" -shaped studs. CGC INC ² 7\SH 6/; UNITED STATES GYPSUM CO ² 7\SH 6/; USG MEXICO S A DE C V ² 7\SH 6/; PROTECTED WALL: (Bearing or Nonbearing Wall) 4. :RRG 6WXGV ² Nom 2 by 4 in. max spacing 24 in. OC. Studs cross braced at mid-height where necessary for clip attachment. Min 3/4 in. separation between wood framing and fire separation wall. 4A. 6WHHO 6WXGV ² $V DQ DOWHUQDWH WR ,WHP QRW VKRZQ ² )RU %HDULQJ :DOO 5DWLQJ &RUURVLRQ SURWHFWHG VWHHO VWXGV min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3- 1/2 in. wide, min No. 20 GSG (0.036 in. thick) galv steel or No. 20 MSG (0.033 in. thick) primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Cold-Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling tracks with 1/2 in. long Type S-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. Top and bottom tracks shall consist of steel members, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) galv steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. O.C. Studs cross-braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. 4B 6WHHO 6WXGV ² $V DQ DOWHUQDWH WR ,WHPV DQG $ IRU XVH LQ &RQILJXUDWLRQ % RQO\ QRW VKRZQ ² )RU 1RQEHDULQJ :DOO Rating - Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min 3-1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. Top and bottom tracks shall be channel shaped, fabricated from min 25 MSG corrosion-protected steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. Studs cross-braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. 5. *\SVXP %RDUG ² &ODVVLILHG RU 8QFODVVLILHG ² 0LQ LQ WKLFN IW ZLGH DSSOLHG HLWKHU KRUL]RQWDOO\ RU YHUWLFDOO\ Gypsum board attached to studs with 1-1/4 in. long steel drywall nails spaced 8 in. OC. Vertical joints located over studs. (Optional) Joints covered with paper tape and joint compound. Nail heads covered with joint compound. 6. $WWDFKPHQW &OLSV ² Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. Clips secured with Type S screws 3/8 in. long to "H" studs and with Type W screws 1-1/4 in. long to wood framing through holes provided in clip. 6A. Clip placement (Item 6) for separation walls up to 23 ft high. Space clips a max of 10 ft OC vertically between wood framing and "H" studs. 6B. Clip placement (Item 6) for separation walls up to 44 ft high. Space clips as described in Item 6A for upper 24 ft. Remaining wall area below requires clips spaced a max 5 ft OC vertically between wood framing and "H" studs. 6C. Clip placement (Item 6) for separation walls up to 66 ft high: Space clips as described in Item 6A for upper 24 ft. Space clips as described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips spaced a max of 40 in. OC vertically between wood framing and "H" studs. 7. 1RQ%HDULQJ :DOO 3DUWLWLRQ ,QWHUVHFWLRQ ² (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 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 wall. *Bearing the UL Classification Mark Design No. U341 November 21, 2011 %HDULQJ :DOO 5DWLQJ ² +U )LQLVK 5DWLQJ ² 0LQ PLQ /RDG 5HVWULFWHG IRU &DQDGLDQ $SSOLFDWLRQV ² 6HH *XLGH %;89 HORIZONTAL SECTION 1. :RRG 6WXGV ² Nom 2 by 4 in., spaced 24 in. OC max. Cross braced at mid-height and effectively firestopped at top and bottom of wall. No min. air space between stud rows except to accommodate attachment of sheathing, where required. See items 4 and 5. 2. *\SVXP %RDUG ² 5/8 in. thick 4 ft wide. Gypsum board or lath applied horizontally or vertically, unless specified below, and nailed to studs and bearing plates 7 in. OC with 6d cement coated nails, 1-7/8 in. long, 0.0915 in. shank diam and 1/4 in. diam head. As an alternate, No. 6 bugle head drywall screws, 1-7/8 in. long, may be substituted for the 6d cement coated nails. When Steel Framing Members* (Item 6) are used, wallboard attached to furring channels with 1 in. long Type S bugle-head steel screws spaced 12 in. OC. When used in widths other than 48 in., gypsum board to be installed horizontally. Any UL Classified Gypsum Board that is eligible for use in Design Nos. L501, G512 or U305. See Gypsum Board* (CKNX) category for names of Classified companies. 2A. :DOO DQG 3DUWLWLRQ )DFLQJV DQG $FFHVVRULHV ² (As an alternate to Item 2, not shown) - Nominal 5/8 in. thick, 4 ft wide panels, applied vertically to studs and bearing plates on one side of the assembly with 1-5/8 in. long Type S screws spaced 12 in. OC at perimeter of panels and 8 in. OC in the field. Horizontal joints of vertically applied panels need not be backed by studs. Panel joints covered with paper tape and two layers of joint compound. Screwheads covered with two layers of joint compound. Batts and Blankets placed in stud cavity as described in Item 5C. Not evaluated for use with Steel Framing Members, Furring Channels or Fiber, Sprayed. SERIOUS ENERGY INC ² 7\SH 4XLHW5RFN 45 ILQLVK UDWLQJ PLQ 2B. *\SVXP %RDUG ² (As an alternate to Item 2, not shown) - Any 5/8 in. thick gypsum panels that are eligible for use in Design Nos. L501, G512 or U305, supplied by the Classified companies listed below shown in the Gypsum Board* (CKNX) category. Applied horizontally or 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. When used in widths other than 48 in., gypsum board to be installed horizontally. CGC INC UNITED STATES GYPSUM CO USG MEXICO S A DE C V 2C. *\SVXP %RDUG ² (As an alternate to Item 2, not shown) - 5/8 in. thick gypsum panels applied horizontally or 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. When used in widths other than 48 in., gypsum board to be installed horizontally. AMERICAN GYPSUM CO ² 7\SHV $*; 0*ODVV $*& CERTAINTEED GYPSUM INC ² 7\SH & RU 7\SH ; CERTAINTEED GYPSUM CANADA INC ² 7\SH & RU 7\SH ; 2D. *\SVXP %RDUG ² $V DQ DOWHUQDWH WR ,WHPV $ % DQG & ² LQ WKLFN J\SVXP SDQHOV ZLWK VTXDUH HGJHV DSSOLHG either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last 2 screws 1 and 4 in. from edge of board or nailed as described in Item 2. When used in widths of other than 48 in., gypsum boards are to be installed horizontally. TEMPLE-INLAND ² *UHHQ*ODVV 7\SH ; 2E. *\SVXP %RDUG ² (As an alternate to Items 2 through 2D) - 5/8 in. thick, 4 ft. wide, paper surfaced applied vertically only and secured as described in Item 2. TEMPLE-INLAND ² 7\SH ; &RPIRUW*XDUG 6RXQG 'HDGHQLQJ *\SVXP %RDUG 2F. *\SVXP %RDUG ² (As an alternate to Items 2 through 2E) - Installed as described in Item 2. 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. Not for use with item #6. NATIONAL GYPSUM CO ² 6RXQG%UHDN ;3 7\SH ; *\SVXP %RDUG 2G. :DOO DQG 3DUWLWLRQ )DFLQJV DQG $FFHVVRULHV ² $V DQ DOWHUQDWH WR ,WHPV WKURXJK ) ² 1RPLQDO LQ WKLFN IW wide panels, applied vertically and secured as described in Item 2. SERIOUS ENERGY INC ² 7\SHV 4XLHW5RFN (6 4XLHW5RFN 2H. *\SVXP %RDUG ² (As an alternate to Items 2 through 2G) - Installed as described in Item 2. 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. Not for use with item #6. CERTAINTEED GYPSUM INC ² 7\SH 6LOHQW); 3. -RLQWV DQG 1DLOKHDGV ² Gypsum board joints of outer layer covered with tape and joint compound. Nail heads of outer layer covered with joint compound. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard with joints reinforced with paper tape. 4. 6KHDWKLQJ ² 2SWLRQDO ² 6HSWXP PD\ EH VKHDWKHG ZLWK PLQ LQ WKLFN ZRRG VWUXFWXUDO SDQHOV PLQ JUDGH &' RU "Sheathing" or min 1/2 in. thick Mineral and Fiber Boards*. See Mineral and Fiber Boards (CERZ) category for names of Classified companies. 5. %DWWV DQG %ODQNHWV ² 3-1/2 in. max thickness glass or mineral fiber batt insulation. Optional when sheathing (Item 4) is used on both halves of wall. See Batts and Blankets (BZJZ) category for list of Classified companies. 5A. )LEHU 6SUD\HG ² $V DQ DOWHUQDWH WR %DWWV DQG %ODQNHWV ,WHP ² 6SUD\ DSSOLHG FHOOXORVH PDWHULDO 7KH ILEHU LV DSSOLHG 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/ft3. 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/ft3. U S GREENFIBER L L C ² &RFRRQ 6WDELOL]HG RU &RFRRQ)50 )LUH 5DWHG 0DWHULDO 5B. )LEHU 6SUD\HG ² As an alternate to Batts and Blankets (Item 5) and Item 5A when Sheathing (Item 4) is used on both halves of wall - Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU-WOOL CO INC ² &HOOXORVH ,QVXODWLRQ 5C. %DWWV DQG %ODQNHWV ² (Required for use with Wall and Partition Facings and Accessories, Item 2A. Use of Sheathing, ,WHP GRHV QRW QXOOLI\ UHTXLUHPHQW RI ,WHP & IRU XVH ZLWK ,WHP $ ² *ODVV ILEHU LQVXODWLRQ QRP LQ WKLFN PLQ GHQVLW\ of 0.80 pcf, with a flame spread of 25 or less and a smoke developed of 50 or less, friction-fitted to completely fill the stud cavities. See Batts and Blankets Category (BKNV) for names of manufacturers. 5D. )LEHU 6SUD\HG ² As an alternate to Batts and Blankets (Item 5) and Item 5A when Sheathing (Item 4) is used on both halves of wall - 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/ft3. INTERNATIONAL CELLULOSE CORP ² &HOEDU5/ 6 6WHHO )UDPLQJ 0HPEHUV 2SWLRQDO 1RW 6KRZQ ² Furring channels and Steel Framing Members as described below: A. )XUULQJ &KDQQHOV ² 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. Wallboard attached to furring channels as described in Item 2. B. 6WHHO )UDPLQJ 0HPEHUV ² Used to attach furring channels (Item a) to studs (Item 1) . 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. PAC INTERNATIONAL INC ² 7\SH 56,& 7. :DOO DQG 3DUWLWLRQ )DFLQJV DQG $FFHVVRULHV ² 2SWLRQDO 1RW VKRZQ ² 1RPLQDO LQ WKLFN IW ZLGH SDQHOV IRU 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 ENERGY INC ² 7\SH 4XLHW5RFN 45 8. 1RQ%HDULQJ :DOO 3DUWLWLRQ ,QWHUVHFWLRQ ² (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 Design No. U905 September 30, 2010 %HDULQJ :DOO 5DWLQJ ² +5 1RQEHDULQJ :DOO 5DWLQJ ² +5 /RDG 5HVWULFWHG IRU &DQDGLDQ $SSOLFDWLRQV ² 6HH *XLGH %;89 1. &RQFUHWH %ORFNV ² Various designs. Classification D-2 (2 hr). See Concrete Blocks category for list of eligible manufacturers. 2. 0RUWDU ² 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. 3RUWODQG &HPHQW 6WXFFR RU *\SVXP 3ODVWHU ² Add 1/2 hr to classification if used. Where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1). 4. /RRVH 0DVRQU\ )LOO ² If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification. 5. )RDPHG 3ODVWLF ² 2SWLRQDO1RW 6KRZQ ² LQ WKLFN PD[ IW ZLGH VKHDWKLQJ DWWDFKHG WR FRQFUHWH EORFNV ,WHP THE DOW CHEMICAL CO ² 7\SH 7KHUPD[ 6KHDWKLQJ 7KHUPD[ /LJKW 'XW\ ,QVXODWLRQ 7KHUPD[ +HDY\ 'XW\ ,QVXODWLRQ 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 Design No. U356 July 17, 2012 (Exposed to Fire on Interior Face Only) %HDULQJ :DOO 5DWLQJ ² +U )LQLVK 5DWLQJ ² 0LQ RU 0LQ 6HH ,WHP & /RDG 5HVWULFWHG IRU &DQDGLDQ $SSOLFDWLRQV ² 6HH *XLGH %;89 1. :RRG 6WXGV ² 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. *\SVXP %RDUG ² Nom 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. Any UL Classified Gypsum Board that is eligible for use in Design Nos. L501, G512 or U305. See Gypsum Board (CKNX) Category for names of Classified companies. 2A. *\SVXP %RDUG ² (As an alternate to Item 2, not shown) - Any 5/8 in. thick 4 ft wide gypsum panels that are eligible for use in Design Nos. L501, G512 or U305, supplied by the Classified Companies listed below shown in the 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. CGC INC UNITED STATES GYPSUM CO USG MEXICO S A DE C V 2B. *\SVXP %RDUG ² (As an alternate to Item 2, not shown) - 5/8 in. thick 4 ft wide gypsum panels 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. ACADIA DRYWALL SUPPLIES LTD ² 7\SH ; AMERICAN GYPSUM CO ² 7\SHV $*; 0*ODVV $*& CERTAINTEED GYPSUM INC ² 7\SH & RU 7\SH ; CERTAINTEED GYPSUM CANADA INC ² 7\SH & 7\SH ; 7\SH (*5* 7\SH *ODV5RF PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM ² 7\SHV 3* 3*6:56 TEMPLE-INLAND ² 7\SHV ; 9HQHHU 3ODVWHU %DVH7\SH ; :DWHU 5DWHG7\SH ; 6KHDWKLQJ 7\SH; 6RIILW7\SH ; Type X ComfortGuard Sound Deadening Gypsum Board. 2C. *\SVXP %RDUG ² (As an alternate to Item 2, not shown) - For Use with Item 5A only - 5/8 in. thick 4 ft wide gypsum panels applied horizontally 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 screws 1 in.and 4 in. from edges of board. Finish Rating is 25 min. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM ² 7\SHV 3* 3*6:56 TEMPLE-INLAND ² 7\SH ; 9HQHHU 3ODVWHU %DVH7\SH ; :DWHU 5DWHG7\SH ; 6KHDWKLQJ 7\SH;6RIILW7\SH ; 2D. *\SVXP %RDUG ² (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. NATIONAL GYPSUM CO ² 6RXQG%UHDN ;3 7\SH ; *\SVXP %RDUG 2E :DOO DQG 3DUWLWLRQ )DFLQJV DQG $FFHVVRULHV ² $V DQ DOWHUQDWH WR ,WHPV WKURXJK ' ² 1RPLQDO LQ WKLFN IW wide panels, secured as described in Item 2. SERIOUS ENERGY INC ² 7\SH 4XLHW5RFN (6 7\SH 4XLHW5RFN 45 2F. *\SVXP %RDUG ² (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 ² 7\SH 6LOHQW); 3. -RLQWV DQG 1DLOKHDGV ² 1RW 6KRZQ ² :DOOERDUG MRLQWV FRYHUHG ZLWK WDSH DQG MRLQW FRPSRXQG 1DLO KHDGV FRYHUHG with joint compound. 4. %DWWV DQG %ODQNHWV ² 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. )LEHU 6SUD\HG ² $V DQ DOWHUQDWH WR %DWWV DQG %ODQNHWV ,WHP ² 6SUD\ DSSOLHG FHOOXORVH PDWHULDO 7KH ILEHU LV 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/ft3. 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/ft3. U S GREENFIBER L L C ² &RFRRQ 6WDELOL]HG RU &RFRRQ)50 )LUH 5DWHG 0DWHULDO 4B. )LEHU 6SUD\HG ² $V DQ DOWHUQDWH WR ,WHP DQG $ ² 6SUD\ DSSOLHG FHOOXORVH PDWHULDO 7KH ILEHU LV DSSOLHG ZLWK 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 ² &HOOXORVH ,QVXODWLRQ 4C. )LEHU 6SUD\HG ² 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/ft3. INTERNATIONAL CELLULOSE CORP ² &HOEDU5/ 5. :RRG 6WUXFWXUDO 3DQHO 6KHDWKLQJ ² 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. 0LQHUDO DQG )LEHU %RDUGV ² 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 ² 7\SHV )LEHU%UDFH RU 4XLHW%UDFH 6. ([WHULRU )DFLQJV ² Installed in accordance with the manufacturer's installation instructions. One of the following exterior facings is to be applied over the sheathing: A. 9LQ\O 6LGLQJ ² 0ROGHG 3ODVWLF ² 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. 3DUWLFOH %RDUG 6LGLQJ ² Hardboard exterior sidings including patterned panel or lap siding. C. :RRG 6WUXFWXUDO 3DQHO RU /DS 6LGLQJ ² 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. &HPHQWLWLRXV 6WXFFR ² 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. %ULFN 9HQHHU ² 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. ([WHULRU ,QVXODWLRQ DQG )LQLVK 6\VWHP (,)6 ² 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. 6LGLQJ ² Aluminum or steel siding attached over sheathing to studs. H. )LEHU&HPHQW 6LGLQJ ² Fiber-cement exterior sidings including smooth and patterned panel or lap siding. 7. 6WHHO )UDPLQJ 0HPEHUV ² 2SWLRQDO 1RW 6KRZQ ² )XUULQJ &KDQQHOV DQG 6WHHO )UDPLQJ 0HPEHUV DV described below: a. )XUULQJ &KDQQHOV ² 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. 6WHHO )UDPLQJ 0HPEHUV ² 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. PAC INTERNATIONAL INC ² 7\SH 56,& Design No. X771 August 17, 2011 5DWLQJV ² DQG K 1. 6WHHO 3LSH RU 7XEH &ROXPQ ² Steel circular pipe with diameter (OD) ranging from a minimum of 3 in. to a maximum of 32 in. with a minimum wall thickness of 3/16 in. Steel square or rectangular tube with outside wall dimensions ranging from a minimum 3 in. to a maximum of 32 in. and a minimum wall thickness of 3/16 in. The A/P ratio of the steel pipe or tube (see Item 2) shall range from 0.18 to 2.0. 2. 6SUD\$SSOLHG )LUH 5HVLVWLYH 0DWHULDOV ² Applied by mixing with water and spraying in one or more coats to steel surfaces which must be clean and free of dirt, loose scale and oil. Min avg and ind density of 15/14 pcf respectively. Min avg and min ind density of 22/19 pcf respectively for Types Z-106, Z-106/G. Min avg and min ind density of 19/18 pcf respectively for Types 7GP and 7HD. For method of density determination, see Design Information Section, preceding these designs. The hourly rating of the structural member is dependent upon the ratio of A/P and the thickness of Spray-Applied Fire Resistive Materials, where A is the cross sectional area of the pipe or tube and P is the heated perimeter. The A/P ratio of a circular pipe is determined by: A/P pipe = (t (d - t))/d Where: d = the outer diameter of the pipe (in.) t = the wall thickness of the pipe (in.) The A/P ratio of a rectangular or square tube is determined by: A/P tube = 9t (a + b - 2t))/(a + b) Where: a = the outer width of the tube (in.) b = the outer length of the tube (in.) t = the wall thickness of the tube (in.) The thickness of Spray-Applied Fire Resistive Materials for ratings of 3/4, 1, 1-1/2, 2, 3 and 4 h of a steel pipe or tube can be determined by the equation: h = (R - 0.20)/(4.43 (A/P)) Where: R = the hourly rating (hrs). h = the thickness of Spray-Applied Fire Resistive Materials, minimum 1/4 in., maximum 3-7/8 in. ARABIAN VERMICULITE INDUSTRIES ² 7\SHV 0. 0.&%) 0.(' 0.+< 0.V 6RQRSKRQH Sonophone 5, Z-106, Z-106/G. GRACE KOREA INC ² 7\SHV 0.&%) 0.(' 0.+< 0.V 0RQRNRWH $FRXVWLF 0RQRNRWH $FRXVWLF Z-106, Z-106/G. PYROK INC ² 7\SH /' SOUTHWEST FIREPROOFING PRODUCTS CO ² 7\SHV () *3 $5 *3$5 ()$5 0'$5 0' 7GP, 7HD, 8EF, 8GP, 8MD, 9EF, 9GP, 9MD. W R GRACE & CO - CONN ² 7\SHV 0. 0. 0.+< 0.V 0RQRNRWH $FRXVWLF 0RQRNRWH $FRXVWLF RG, Z-106, Z-106/G. *Bearing the UL Classification Mark 7A. 6WHHO )UDPLQJ 0HPEHUV 2SWLRQDO 1RW 6KRZQ ² Furring channels and Steel Framing Members as described below: a. )XUULQJ &KDQQHOV ² 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. 6WHHO )UDPLQJ 0HPEHUV ² 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 ² 7\SH ,VRPD[ 8. 1RQ%HDULQJ :DOO 3DUWLWLRQ ,QWHUVHFWLRQ ² (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 UL ASSEMBLIES G0.11 Drawn Checked Approved ISSUE FOR PERMIT REVISIONS Item Date No. Project No. Date Last Revision 12144.00 ALTA WESTHEIMER 9235 WESTHEIMER ROAD 11.07.12 HOUSTON, TEXAS 77063 Wood Partners 8 Greenway Plaza, Suite 600 Houston, Texas 77046 A T T S X E T E F O S A S T E V E N C . H A U K 1 3 6 4 8 R E G I S T E R E D A R C H I T E C T

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Page 1: Design No. U356 Design No. U341 Design No. U340 Design …docs.woodpartners.com/Westheimer/2012.11.07 Issue for Permit... · design no. u340 may 11, 2012 %hdulqj :doo 5dwlqj ² +u

Design No. U340May 11, 2012

Bearing Wall Rating — 1 Hr.

Finish Rating — See Item 2

Load Restricted for Canadian Applications — See Guide BXUV7

HORIZONTAL SECTION

1. Wood Studs — Nom 2 by 4 in. alternating on opposite sides of nom 2 by 6 in. wood plates. Spaced 24 in. OC max on eachside of wood plates, staggered 12 in. OC on opposite side.

2. Gypsum Board* — 5/8 in. thick wallboard, paper or vinyl faced with beveled, square, tapered or rounded edges. Wallboardnailed to each stud 7 in. OC with 6d cement coated nails, 1-7/8 in. long, 0.0915 in. shank diam and 1/4 in. diam head. As analternate, No. 6 bugle head drywall screws, 1-7/8 in. long, may be substituted for the 6d cement coated nails. When used inwidths other than 48 in., wallboard to be installed horizontally.

When Steel Framing Members* (Item 5) are used, wallboard attached to furring channels with 1 in. long Type S bugle-headsteel screws spaced 12 in. OC.

AMERICAN GYPSUM CO — Types AG-C.

CERTAINTEED GYPSUM INC — Type FRPC (Finish rating 20 min), Type C.

CERTAINTEED GYPSUM CANADA INC — Type C.

CGC INC — Types C, IP-X2 (Finish rating 26 min).

GEORGIA-PACIFIC GYPSUM L L C — Types 5 (Finish rating 26 min), DAPC.

LAFARGE NORTH AMERICA INC — Types LGFC-C, LGFC-C/A.

NATIONAL GYPSUM CO — Types FSK-C, FSW-C, FSW-G.

PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type C or PG-C.

TEMPLE-INLAND — Type TG-C.

UNITED STATES GYPSUM CO — Types C, IP-X2 (Finish rating 26 min).

2A. Wall and Partition Facings and Accessories* — (As an alternate to Item 2, not shown) - Nominal 5/8 in. thick, 4 ft widepanels, applied vertically to studs and bearing plates on one side of the assembly with 1-5/8 in. long Type S screws spaced 12 in.OC at perimeter of panels and 8 in. OC in the field. Horizontal joints of vertically applied panels need not be backed by studs.Panel joints covered with paper tape and two layers of joint compound. Screwheads covered with two layers of joint compound.Batts and Blankets placed in stud cavity as described in Item 4B. Not evaluated for use with Steel Framing Members, FurringChannels or Fiber, Sprayed.

SERIOUS ENERGY INC — Type QuietRock QR-530 (finish rating 23 min).

2B. Gypsum Board* — (As an alternate to Item 2) — 5/8 in. thick gypsum panels, with beveled, square, or tapered edges,applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsumpanel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. When used in widths of other than 48 in.,gypsum boards are to be installed horizontally.

AMERICAN GYPSUM CO — Type AG-C.

2C. Wall and Partition Facings and Accessories* — (As an alternate to Item 2 and 2A) — Nominal 5/8 in. thick, 4 ft widepanels, applied vertically. 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. Horizontal joints of vertically applied panels to be backed by studs.

SERIOUS ENERGY INC — Type QuietRock ES, Type QuietRock QR-527.

2D. Gypsum Board* — For use with Item 6 - 5/8 in. thick, applied vertically and attached to resilient channels with 1 in. longsteel screws spaced 8 in. OC. Joints staggered on opposite sides of wall. Insulation, Item 4D or 4E is required.

AMERICAN GYPSUM CO — Type AG-C.

3. Joints and Nailheads — Wallboard joints covered with tape and joint compound. Nail heads covered with joint compound.As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to entire surface of Classified veneer baseboard. Jointsreinforced.

4. Batts and Blankets* — (Optional) — 3-1/2 in. max. thickness glass or mineral fiber batt insulation stapled to studs.

See Batts and Blankets (BZJZ) category for list of Classified companies.

4A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 4) — Spray applied cellulose material. The fiber is appliedwith water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product.Nominal dry density of 3.0 lb/ft3. Alternate application method: The fiber is applied with U.S. Greenfiber LLC Type AD100 hotmelt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance withthe application instructions supplied with the product. Nominal dry density of 2.5 lb/ft3.

U S GREENFIBER L L C — Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material)

4B. Batts and Blankets* — (Required for use with Wall and Partition Facings and Accessories, Item 2A) — Glass fiberinsulation, nom 3-1/2 in. thick, min. density of 0.80 pcf, with a flame spread of 25 or less and a smoke developed of 50 or less,friction-fitted to completely fill the stud cavities. See Batts and Blankets Category (BKNV) for names of manufacturers.

U S GREENFIBER L L C — Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material)

4C. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 4) - Spray applied cellulose fiber. The fiber is applied withwater to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Theminimum dry density shall be 4.30 lbs/ft3.

INTERNATIONAL CELLULOSE CORP — Celbar-RL

4D. Batts and Blankets* — Required for use with resilient channels, Item 6, min. 3 in. thick mineral wool batts, placed to fillinterior of wall, attached to the nom. 4 in. face of the studs with staples placed 24 in. OC.

THERMAFIBER INC — Type SAFB

4E. Batts and Blankets* — (As an alternate to Item 4D) - min. 3 in. thick glass fiber batts bearing the UL ClassificationMarking as to Surface Burning and/or Fire Resistance, placed to fill the interior of the wall, attached to the nom. 4 in. face of thestuds with staples placed 24 in. OC. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies.

5 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 tostuds. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together withdouble strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may beoverlapped 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. Wallboard attached to furring channels as described in Item 2.

b. Steel Framing Members* — used to attach furring channels (Item a) to studs (Item 1) . Clips spaced 48 in. OC., and securedto studs with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. Furring channels are friction fitted into clips.

PAC INTERNATIONAL INC — Type RSIC-1.

6. Furring Channel — Optional - Not Shown - For use on one side of the wall with Item 2D - Resilient channels, 25 MSG galvsteel, 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 4D or 4E is required.

7. Wall and Partition Facings and Accessories* — (Optional, Not shown) — Nominal 1/2 in. thick, 4 ft wide panels, foroptional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturer'srecommendations. When the QR-510 panel is installed between the wood framing and the UL Classified gypsum board, therequired UL Classified gypsum board layer(s) is/are to be installed as indicated as to fastener type and spacing, except that therequired fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the requiredlayer(s) of UL Classified Gypsum Board.

SERIOUS ENERGY INC — Type QuietRock QR-510.

8. Non-Bearing Wall Partition Intersection — (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailedtogether 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. studwith 3 in. long 10d nails spaced a max 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by4 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 10dnails spaced a max. 16 in. OC. vertically. Maximum one non-bearing wall partition intersection per stud cavity. Non-bearingwall partition stud depth shall be at a minimum equal to the depth of the bearing wall.

*Bearing the UL Classification Mark

Design No. U336October 27, 2010

Exposed to fire from separation Wall side only

Nonbearing Wall Rating — 2 Hr

Finish Rating — 120 Min

SEPARATION WALL: (Max Height - 66 ft)

1. Floor, Intermediate or Top Wall — 2 in. wide channel shaped with 1 in. long legs formed from No. 25 MSG galvsteel, secured with suitable fasteners spaced 24 in. OC.

2. Metal Studs — Steel members formed from No. 25 MSG galv steel having "H" -shaped flanged spaced 24 in. OC;overall depth 2 in. and flange width 1-3/8 in.

3. Gypsum Board* — Two layers of 1 in. thick gypsum board liner panels, supplied in nom 24 in. widths. Vertical edgesof panels friction fitted into "H" -shaped studs.

CGC INC — Type SLX.

UNITED STATES GYPSUM CO — Type SLX

USG MEXICO S A DE C V — Type SLX.

PROTECTED WALL: (Bearing or Nonbearing Wall)

4. Wood Studs — Nom 2 by 4 in. max spacing 24 in. OC. Studs cross braced at mid-height where necessary for clipattachment. Min 3/4 in. separation between wood framing and fire separation wall.

4A. Steel Studs — (As an alternate to Item 4, not shown) — For Bearing Wall Rating - Corrosion protected steel studs,min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3- 1/2 in. wide, min No. 20 GSG (0.036 in. thick) galvsteel or No. 20 MSG (0.033 in. thick) primed steel, cold formed, shall be designed in accordance with the current edition ofthe Specification for the Design of Cold-Formed Steel Structural Members by the American Iron and Steel Institute. Alldesign details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall beas specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local codeagencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling trackswith 1/2 in. long Type S-12 steel screws on both sides of studs or by welded or bolted connections designed in accordancewith the AISI specifications. Top and bottom tracks shall consist of steel members, min No. 20 MSG (0.0329 in., min baremetal thickness) steel or min No. 20 GSG (0.036 in. thick) galv steel or No. 20 MSG (0.033 in. thick) primed steel, thatprovide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or otherwalls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. O.C. Studs cross-bracedwith stud framing at midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and areaseparation wall. Finish rating has not been evaluated for Steel Studs.

4B Steel Studs — As an alternate to Items 4 and 4A, for use in Configuration B only, not shown) — For Nonbearing WallRating - Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min 3-1/2 in. wide, min 1-1/4 in. flangesand 1/4 in. return, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. Top and bottomtracks shall be channel shaped, fabricated from min 25 MSG corrosion-protected steel, min width to accommodate studsize, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. Studs cross-braced with studframing at midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and area separationwall. Finish rating has not been evaluated for Steel Studs.

5. Gypsum Board — Classified or Unclassified — Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically.Gypsum board attached to studs with 1-1/4 in. long steel drywall nails spaced 8 in. OC. Vertical joints located over studs.(Optional) Joints covered with paper tape and joint compound. Nail heads covered with joint compound.

6. Attachment Clips — Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. Clips secured with TypeS screws 3/8 in. long to "H" studs and with Type W screws 1-1/4 in. long to wood framing through holes provided in clip.

6A. Clip placement (Item 6) for separation walls up to 23 ft high. Space clips a max of 10 ft OC vertically between woodframing and "H" studs.

6B. Clip placement (Item 6) for separation walls up to 44 ft high. Space clips as described in Item 6A for upper 24 ft.Remaining wall area below requires clips spaced a max 5 ft OC vertically between wood framing and "H" studs.

6C. Clip placement (Item 6) for separation walls up to 66 ft high: Space clips as described in Item 6A for upper 24 ft. Spaceclips as described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips spaced a maxof 40 in. OC vertically between wood framing and "H" studs.

7. Non-Bearing Wall Partition Intersection — (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailedtogether 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 withthe 2 by 4 in. studs. The wall partition wood studs are to be framed 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 wall.

*Bearing the UL Classification Mark

Design No. U341November 21, 2011

Bearing Wall Rating — 1 Hr.

Finish Rating — Min 20 min.

Load Restricted for Canadian Applications — See Guide BXUV7

HORIZONTAL SECTION

1. Wood Studs — Nom 2 by 4 in., spaced 24 in. OC max. Cross braced at mid-height and effectively firestopped at top andbottom of wall. No min. air space between stud rows except to accommodate attachment of sheathing, where required. See items4 and 5.

2. Gypsum Board* — 5/8 in. thick 4 ft wide. Gypsum board or lath applied horizontally or vertically, unless specified below,and nailed to studs and bearing plates 7 in. OC with 6d cement coated nails, 1-7/8 in. long, 0.0915 in. shank diam and 1/4 in.diam head. As an alternate, No. 6 bugle head drywall screws, 1-7/8 in. long, may be substituted for the 6d cement coated nails.

When Steel Framing Members* (Item 6) are used, wallboard attached to furring channels with 1 in. long Type S bugle-headsteel screws spaced 12 in. OC.

When used in widths other than 48 in., gypsum board to be installed horizontally.

Any UL Classified Gypsum Board that is eligible for use in Design Nos. L501, G512 or U305. See Gypsum Board* (CKNX)category for names of Classified companies.

2A. Wall and Partition Facings and Accessories* — (As an alternate to Item 2, not shown) - Nominal 5/8 in. thick, 4 ft widepanels, applied vertically to studs and bearing plates on one side of the assembly with 1-5/8 in. long Type S screws spaced 12 in.OC at perimeter of panels and 8 in. OC in the field. Horizontal joints of vertically applied panels need not be backed by studs.Panel joints covered with paper tape and two layers of joint compound. Screwheads covered with two layers of joint compound.Batts and Blankets placed in stud cavity as described in Item 5C. Not evaluated for use with Steel Framing Members, FurringChannels or Fiber, Sprayed.

SERIOUS ENERGY INC — Type QuietRock QR-530 (finish rating 23 min).

2B. Gypsum Board* — (As an alternate to Item 2, not shown) - Any 5/8 in. thick gypsum panels that are eligible for use inDesign Nos. L501, G512 or U305, supplied by the Classified companies listed below shown in the Gypsum Board* (CKNX)category. Applied horizontally or vertically and attached to studs and bearing plates with 1-1/4 in. long Type W coarse threadgypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. When used in widths other than 48in., gypsum board to be installed horizontally.

CGC INC

UNITED STATES GYPSUM CO

USG MEXICO S A DE C V

2C. Gypsum Board* — (As an alternate to Item 2, not shown) - 5/8 in. thick gypsum panels applied horizontally or verticallyand 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. When used in widths other than 48 in., gypsum board to be installed horizontally.

AMERICAN GYPSUM CO — Types AGX-1, M-Glass, AG-C

CERTAINTEED GYPSUM INC — Type C or Type X

CERTAINTEED GYPSUM CANADA INC — Type C or Type X

2D. Gypsum Board* — (As an alternate to Items 2, 2A, 2B and 2C) — 5/8 in. thick gypsum panels, with square edges, appliedeither horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panelsteel screws spaced a max 8 in. OC, with last 2 screws 1 and 4 in. from edge of board or nailed as described in Item 2. Whenused in widths of other than 48 in., gypsum boards are to be installed horizontally.

TEMPLE-INLAND — GreenGlass Type X.

2E. Gypsum Board* — (As an alternate to Items 2 through 2D) - 5/8 in. thick, 4 ft. wide, paper surfaced applied vertically onlyand secured as described in Item 2.

TEMPLE-INLAND — Type X ComfortGuard Sound Deadening Gypsum Board.

2F. Gypsum Board* — (As an alternate to Items 2 through 2E) - Installed as described in Item 2. 5/8 in. thick, 4 ft. wide, papersurfaced, applied vertically only and fastened to the studs and plates with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shankdiam and 1/4 in. diam heads, 7 in. OC. Not for use with item #6.

NATIONAL GYPSUM CO — SoundBreak XP Type X Gypsum Board

2G. Wall and Partition Facings and Accessories* — (As an alternate to Items 2 through 2F) — Nominal 5/8 in. thick, 4 ftwide panels, applied vertically and secured as described in Item 2.

SERIOUS ENERGY INC — Types QuietRock ES, QuietRock 527.

2H. Gypsum Board* — (As an alternate to Items 2 through 2G) - Installed as described in Item 2. 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. Not for use with item #6.

CERTAINTEED GYPSUM INC — Type SilentFX

3. Joints and Nailheads — Gypsum board joints of outer layer covered with tape and joint compound. Nail heads of outer layercovered with joint compound. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface ofClassified veneer baseboard with joints reinforced with paper tape.

4. Sheathing — (Optional) — Septum may be sheathed with min 7/16 in. thick wood structural panels min grade "C-D" or"Sheathing" or min 1/2 in. thick Mineral and Fiber Boards*.

See Mineral and Fiber Boards (CERZ) category for names of Classified companies.

5. Batts and Blankets* — 3-1/2 in. max thickness glass or mineral fiber batt insulation. Optional when sheathing (Item 4) isused on both halves of wall.

See Batts and Blankets (BZJZ) category for list of Classified companies.

5A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 5) — Spray applied cellulose material. The fiber is appliedwith water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product.Nominal dry density of 3.0 lb/ft3. Alternate application method: The fiber is applied with U.S. Greenfiber LLC Type AD100 hotmelt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance withthe application instructions supplied with the product. Nominal dry density of 2.5 lb/ft3.

U S GREENFIBER L L C — Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material)

5B. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 5) and Item 5A when Sheathing (Item 4) is used on bothhalves of wall - Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordancewith the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry densityof 4.3 pounds per cubic ft.

NU-WOOL CO INC — Cellulose Insulation

5C. Batts and Blankets* — (Required for use with Wall and Partition Facings and Accessories, Item 2A. Use of Sheathing,Item 4, does not nullify requirement of Item 5C for use with Item 2A) — Glass fiber insulation, nom 3-1/2 in. thick, min. densityof 0.80 pcf, with a flame spread of 25 or less and a smoke developed of 50 or less, friction-fitted to completely fill the studcavities. See Batts and Blankets Category (BKNV) for names of manufacturers.

5D. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 5) and Item 5A when Sheathing (Item 4) is used on bothhalves of wall - Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed cavity in accordancewith the application instructions supplied with the product. The minimum dry density shall be 4.30 lbs/ft3.

INTERNATIONAL CELLULOSE CORP — Celbar-RL

6 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. OCperpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, endsof 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. Wallboard attached tofurring channels as described in Item 2.

B. Steel Framing Members* — Used to attach furring channels (Item a) to studs (Item 1) . 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 arefriction fitted into clips.

PAC INTERNATIONAL INC — Type RSIC-1.

7. Wall and Partition Facings and Accessories* — (Optional, Not shown) — Nominal 1/2 in. thick, 4 ft wide panels, foroptional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturer'srecommendations. When the QR-510 panel is installed between the wood framing and the UL Classified gypsum board, therequired UL Classified gypsum board layer(s) is/are to be installed as indicated as to fastener type and spacing, except that therequired fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the requiredlayer(s) of UL Classified Gypsum Board.

SERIOUS ENERGY INC — Type QuietRock QR-510.

8. Non-Bearing Wall Partition Intersection — (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailedtogether 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. studwith 3 in. long 10d nails spaced a max 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by4 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 10dnails spaced a max. 16 in. OC. vertically. Maximum one non-bearing wall partition intersection per stud cavity. Non-bearingwall partition stud depth shall be at a minimum equal to the depth of the bearing wall.

*Bearing the UL Classification Mark

Design No. U905September 30, 2010

Bearing Wall Rating — 2 HR.

Nonbearing Wall Rating — 2 HR

Load Restricted for Canadian Applications — See Guide BXUV7

1. Concrete Blocks* — Various designs. Classification D-2 (2 hr).

See Concrete Blocks category for list of eligible manufacturers.

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 cleansharp 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. Where combustible members areframed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr.Attached to concrete blocks (Item 1).

4. Loose Masonry Fill — If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary KilnProcess), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr toclassification.

5. 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

Design No. U356July 17, 2012

(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

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. Studslaterally-braced by wood structural panel sheathing (Item 5) . When Mineral and Fiber Boards* (Item 5A) are considered asbracing for the studs, the load is restricted to 76% of allowable axial load. Walls effectively fire stopped at top and bottomof wall.

2. Gypsum Board* — Nom 5/8 in. thick, 4 ft wide, applied vertically and nailed to studs and bearing plates 7 in. OC with6d 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 Sbugle-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 layerattached to furring channels with 1 in. long Type S bugle-head steel screws spaced 12 in. OC. Face layer attached to furringchannels with 1-5/8 in. long Type S bugle-head steel screws spaced 12 in. OC. All joints in face layers staggered with jointsin base layers.

Any UL Classified Gypsum Board that is eligible for use in Design Nos. L501, G512 or U305. 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 that are eligiblefor use in Design Nos. L501, G512 or U305, supplied by the Classified Companies listed below shown in the GypsumBoard* (CKNX) category. Applied vertically and attached to studs and bearing plates with 1-1/4 in. long Type W coarsethread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board.

CGC INC

UNITED STATES GYPSUM CO

USG MEXICO S A DE C V

2B. Gypsum Board* — (As an alternate to Item 2, not shown) - 5/8 in. thick 4 ft wide gypsum panels applied verticallyand attached to studs and bearing plates with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max8 in. OC, with last screw 1 in. from edge of board.

ACADIA DRYWALL SUPPLIES LTD — Type X

AMERICAN GYPSUM CO — Types AGX-1, M-Glass, AG-C

CERTAINTEED GYPSUM INC — Type C or Type X

CERTAINTEED GYPSUM CANADA INC — Type C, Type X, Type EGRG, Type GlasRoc

PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Types PG-11, PGS-WRS.

TEMPLE-INLAND — Types X, Veneer Plaster Base-Type X, Water Rated-Type X, Sheathing Type-X, Soffit-Type X,Type X ComfortGuard Sound Deadening Gypsum Board.

2C. Gypsum Board* — (As an alternate to Item 2, not shown) - For Use with Item 5A only - 5/8 in. thick 4 ft widegypsum panels applied horizontally and attached to studs and bearing plates with 1-1/4 in. long Type W coarse threadgypsum panel steel screws spaced a max 8 in. OC, with last screws 1 in.and 4 in. from edges of board. Finish Rating is 25min.

PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Types PG-11, PGS-WRS.

TEMPLE-INLAND — Type X, Veneer Plaster Base-Type X, Water Rated-Type X, Sheathing Type-X,Soffit-Type X

2D. 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. shankdiam 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 ftwide panels, secured as described in Item 2.

SERIOUS ENERGY 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. shankdiam 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 coveredwith joint compound.

4. Batts and Blankets* — Mineral fiber or glass fiber insulation, 3-1/2 in. thick, pressure fit to fill wall cavities betweenstuds and plates. Mineral fiber insulation to be unfaced and to have a min density of 3 pcf. Glass fiber insulation to be facedwith 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 isapplied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with theproduct. Nominal dry density of 3.0 lb/ft3. Alternate application method: The fiber is applied with U.S. Greenfiber LLCType AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosedcavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 lb/ft3.

U S GREENFIBER L L C — Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material)

4B. Fiber, Sprayed* — As an alternate to Item 4 and 4A — Spray applied cellulose material. The fiber is applied withwater 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 appliedwith 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/ft3.

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 perpendicularto studs. Vertical joints centered on studs. Horizontal joints backed with nom 2 by 4 in. wood blocking. Attached to studson exterior side of wall with 6d cement coated box nails spaced 6 in. OC at perimeter of panels and 12 in. OC along interiorstuds.

5A. Mineral and Fiber Boards* — As an alternate to Item 5 - Min 1/2 in. thick, 4 ft wide sheathing, installed vertically tostuds. Vertical joints centered on studs. Horizontal joints backed with nom 2 by 4 in. wood blocking. Attached to studs onexterior side of wall with 1-1/2 in. long galvanized roofing nails spaced 6 in. OC at perimeter of panels and 12 in. OC alonginterior 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 followingexterior facings is to be applied over the sheathing:

A. Vinyl Siding — Molded Plastic* — Contoured rigid vinyl siding having a flame spread value of 20 orless.

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.

C. Wood Structural Panel or Lap Siding — APA Rated Siding, Exterior, plywood, OSB or compositepanels 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 oradhesive 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 isapplicable with exposure on either face. Brick veneer fastened with corrugated metal wall ties attached oversheathing to wood studs with 8d nail per tie: ties spaced not more than each sixth course of brick and max 32in. 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 ULClassification Marking, attached over sheathing and finished with coating system, or Portland cement orsynthetic stucco systems, in accordance with manufacturer's instructions. See Foamed Plastic (BRYX andCCVW) 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 lapsiding.

7. Steel Framing Members — (Optional, Not Shown)* — Furring Channels and Steel Framing Members asdescribed below:

a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OCperpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels areoverlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end ofoverlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with twoself-tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on eachflange 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. Furringchannels are friction fitted into clips.

PAC INTERNATIONAL INC — Type RSIC-1.

Design No. X771August 17, 2011

Ratings — 3/4, 1, 1-1/2, 2, 3 and 4 h

1. Steel Pipe or Tube Column — Steel circular pipe with diameter (OD) ranging from a minimum of 3 in. to a maximumof 32 in. with a minimum wall thickness of 3/16 in.

Steel square or rectangular tube with outside wall dimensions ranging from a minimum 3 in. to a maximum of 32 in. and aminimum wall thickness of 3/16 in.

The A/P ratio of the steel pipe or tube (see Item 2) shall range from 0.18 to 2.0.

2. Spray-Applied Fire Resistive Materials* — Applied by mixing with water and spraying in one or more coats to steelsurfaces which must be clean and free of dirt, loose scale and oil. Min avg and ind density of 15/14 pcf respectively. Minavg and min ind density of 22/19 pcf respectively for Types Z-106, Z-106/G. Min avg and min ind density of 19/18 pcfrespectively for Types 7GP and 7HD. For method of density determination, see Design Information Section, precedingthese designs.

The hourly rating of the structural member is dependent upon the ratio of A/P and the thickness of Spray-Applied FireResistive Materials, where A is the cross sectional area of the pipe or tube and P is the heated perimeter.

The A/P ratio of a circular pipe is determined by:

A/P pipe = (t (d - t))/d

Where:

d = the outer diameter of the pipe (in.)

t = the wall thickness of the pipe (in.)

The A/P ratio of a rectangular or square tube is determined by:

A/P tube = 9t (a + b - 2t))/(a + b)

Where:

a = the outer width of the tube (in.)

b = the outer length of the tube (in.)

t = the wall thickness of the tube (in.)

The thickness of Spray-Applied Fire Resistive Materials for ratings of 3/4, 1, 1-1/2, 2, 3 and 4 h of a steel pipe or tube canbe determined by the equation:

h = (R - 0.20)/(4.43 (A/P))

Where:

R = the hourly rating (hrs).

h = the thickness of Spray-Applied Fire Resistive Materials, minimum 1/4 in., maximum 3-7/8 in.

ARABIAN VERMICULITE INDUSTRIES — Types MK-5, MK-6/CBF, MK-6/ED, MK-6/HY, MK-6s, Sonophone 1,Sonophone 5, Z-106, Z-106/G.

GRACE KOREA INC — Types MK-6/CBF, MK-6/ED, MK-6/HY, MK-6s, Monokote Acoustic 1, Monokote Acoustic 5,Z-106, Z-106/G.

PYROK INC — Type LD.

SOUTHWEST FIREPROOFING PRODUCTS CO — Types 4, 5, 5EF, 5GP, 5AR, 5GP/AR, 5EF/AR, 5MD/AR, 5MD,7GP, 7HD, 8EF, 8GP, 8MD, 9EF, 9GP, 9MD.

W R GRACE & CO - CONN — Types MK-4, MK-5, MK-6/HY, MK-6s, Monokote Acoustic 1, Monokote Acoustic 5,RG, Z-106, Z-106/G.

*Bearing the UL Classification Mark

7A. Steel Framing Members (Optional, Not Shown)* — Furring channels and Steel Framing Members as describedbelow:

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 tiedtogether with double strand of No. 18 SWG galv steel wire near each end of overlap. Two layers of gypsumboard 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. Clipsspaced 48 in. OC., and secured to studs with two No. 8 x 2-1/2 in. coarse drywall screws, one through thehole 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. studnailed together with two 3in. long 10d nails spaced a max. 16 in. OC. vertically and fastened to one side of theminimum 2 by 4 in. stud with 3 in. long 10d nails spaced a max 16 in. OC. vertically. Intersection between partitionwood 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 by4 in. wood stud fastened with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. Maximum one non-bearing wallpartition intersection per stud cavity. Non-bearing wall partition stud depth shall be at a minimum equal to the depthof the bearing wall.

*Bearing the UL Classification Mark

UL ASSEMBLIES

G0.11

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REVISIONS

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Project No.

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Last Revision

12144.00

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92

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11.07.12

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Wood Partners

8 Greenway Plaza, Suite 600

Houston, Texas 77046

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VEN C. HAUK

13 6 4 8

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