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The appearance of a company's name or product in this database does not in itself assure that <br />products so identified have been manufactured under UL's Follow -Up Service. Only those products <br />bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service: <br />Always look for the Mark on the product. <br />UL permits the reproduction of the material contained in theOnlineCertification Directory subject to <br />the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, <br />and/or Certifications (files) must be presented in their entirety and In a non -misleading manner, <br />without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online <br />Certifications Directory with permission from UL" must appear adjacent to the extracted material, In <br />addition, the reprinted material must include a copyright notice in the following format "@ 2019 UL <br />LLC". <br />UL and the UL logo are trademarks of UL LLC 0 2019 All Rights Reserved. <br />GYPSUM PANEL PRODUCTS, STEEL H STUDS <br />Two layers 1" x 24" proprietary type X gypsum panels inserted between floor and ceiling <br />runners with steel H stud between adjacent pairs of gypsum panels. (NLB) <br />A 3/4" minimum air space must be maintained between steel components and adjacent <br />framing (as indicated by dashed lines in sketch). As an alternate to an air space, the <br />steel components are covered with 6" wide battens of 1/2" type X gypsum wallboard or <br />full sheets of 1/2" type X gypsum wallboard screw attached to the steel components. <br />Sound tested with 2 x 4 stud wall faced with 1/2" regular gypsum wallboard each side of <br />assembly and 31/2" glass fiber in stud space on both sides. <br />PROPRIETARY GYPSUM PANEL PRODUCT <br />Georgia-Pacific Gypsum LLC - V DensGlass® Ultra Shaftline(I <br />Thickness: 31/2" (Fire) <br />113/4" (Sound) <br />Approx. Weight: 9.5 psf <br />Fire Test: WHI 495-1290, 11-15-94; <br />ITS Design GP/WA 120-04; <br />WHI 495-1295, 3-15-95; <br />WHI 495-0743 & 0744, <br />1-28 8 30-86; <br />UL R2717, 04NK03115, <br />8-18-04, UL Design U373 <br />Sound Test: Based on RAL TL89-383, <br />11-10-89 <br />an alternate, nom 3/32 in. thick ,gypsum veneer plaster may be applied to the entire <br />surface of Classified veneer baseboard With the joints reinforced with paper tape. <br />3. Nails— 6d cement coated nails 1-718 in. long, 0.0915 in, shank diam, 114 in, diam <br />heads, and 8-d cementcoated nails 2-3/8 in. long, 0.113 in. shank diam, 9/32 in, <br />diam heads. <br />4. Gypsum Board" — 518 in. thick, two layers applied either horizontally or vertically.. <br />Inner layer attached to studs.with the 1-7/8 in. nails spaced 6 in. OC. Outer layer <br />attached to studs over inner layer With the 2-3/8 in. long nails spaced 8 in. OC. <br />Vortical joints located over studs. All joints in face layers staggered with joints in <br />base layers. Joints of each base layer offset with joints of base layer on opposite <br />side. <br />When used in widths other than 48 in.,gypsum board to be installed horizontally. <br />Georgia-Pacific Gypsum, LLC <br />Design No. GP/WA 120-05 <br />Non -Bearing Wall Assembly <br />Area Separation Wall <br />ASTM E119 <br />Rating 2 hours <br />1. CERTIFIED MANUFACTURER: Georgia-Pacific <br />Gypsum, LLC <br />CERTIFIED PRODUCT: Gypsum Shaftliner <br />CERTIFIED MODEL: ToughRock Staftliner or <br />DensGlass Shaftliner <br />Gypsum Shaftllner: Two layers 1-in. (25.4 mm) <br />ToughRock Staftliner or DensGlass Shaftliner <br />inserted in H-Studs 24-in.-(610 mm) o.c. <br />2. Gypsum Board: Metal covered using 6-in. (152 <br />mm) wide Y2-in. (12.7 mm) DensArmor Plus <br />Fireguard C Interior Panels or 14-in. (123 mm) <br />ToughRock Fireguard C gypsum board. <br />3. Steel Studs: 'H' shaped Studs, 1-1/2-in. (38.1 <br />mm) wide x 2-in, (50.8 mm) deep, roll -formed <br />from minimum 0.018-in, thick galvanized steel. <br />Cut to length h-in. less than the openings height <br />and spaced a maximum of 24-in. (610 mm) o.c. <br />7. <br />EXTEND THE (2) LAYERS <br />OF 1" THICK USG GYP. <br />WALLBD. LINER PANELS <br />OF 2-HR. WALL INTO <br />SOFFIT AREA <br />PROFILE OF ROOF TRUSS <br />BEYOND <br />ROOF SHEATHING TYP. <br />2x6 <br />SUB -FASCIA <br />2 Hour Fire Resistant Soffit <br />SCALE: 3/4"=1'-0" <br />PROVIDE 2x BLOCKING W/ (2) 12d <br />NAILS EA. END BETWEEN <br />TRUSSES <br />4'-0" FROM SEPARATION WALL. <br />SOLID BLOCKING BETWEEN <br />TRUSSES TO BOTTOM SIDE OF <br />PLYWOOD. BLOCK MUST BE <br />"PITCH CUT" (SEE ELEVATIONS) <br />TO PROVIDE AS MUCH CONTACT <br />AS POSSIBLE TO UNDER SIDE <br />OF ROOF DECK. ALL JOINTS <br />AROUND BLOCKING MUST BE <br />CAULKED WITH APPROVED FIRE <br />CAULKING. <br />glk SEE PLAN <br />TOP OF PLATE <br />.`: <br />FIRE CAULK EDGES <br />AT EACH SIDE <br />TYPE "S" MORTAR <br />(TYP.) <br />DBL. 1x PT NAILER <br />1/2" GYP. WB. <br />8" CONC. BLOCK <br />CLASSIFICATION D-2 <br />PER UL U905 (TYP.), PER <br />UL U905, MASONRY WALL <br />PROVIDES 2-HOUR <br />117- <br />PROTECTION <br />1 Hour Separation Wall <br />SCALE: 3/4"=1t-0" <br />*REFER TO STRUCTURAL DETAILS FOR <br />ADDITIONAL INFORMATION. <br />N <br />O <br />N <br />� <br />0 <br />O <br />a ua <br />o" <br />ca <br />m <br />:5 o <br />o <br />a F.LU <br />LL <br />G <br />Z m X <br />N = LL Q <br />fC O <br />H .6 N <br />Vf O <br />_d rq <br />Y <br />CU <br />C7 CL C <br />r Q <br />� 4at <br />3 3 M <br />a a a <br />m <br />C d c o <br />N O-� <br />c to Ea <br />>w <br />r, <br />11l t l'ttr��y�r' <br />`,`���►►ut <br />�zt0Wiy <br />!�0 <br />y F ii <br />a ' <br />;L ��aV <br />Z. <br />�\ <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. 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