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_ _ _. _-- - - I I _ _ .1 1 _ L_L e 1 _ 11 _1:I 1 1 _ 1 I 1 1 1 1 1 I 1 I ! 11 1 11_ <br />I I I 1_1_1_ 1 1 I 11 1' I 1 11 1 111111111�I 'll r I -' 1 'll !1 111 ' I 1 <br />r` <br />rn <br />On <br />I <br />C9 <br />9 <br />N <br />i <br />N <br />CK <br />3 <br />fv-- <br />8. <br />EZ <br />Cl <br />i <br />i <br />a <br />N <br />N <br />N <br />N <br />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 the Online Certification 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 I/2" type X gypsum wallboard or <br />full sheets of I/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 - 1" DensGlass® Ultra Shaftliner'" <br />Thickness: 3112" (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 />WH1495-1295, 3-15-95; <br />WHI 495-0743 & 0744, <br />1-28 & 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 1-7/8 in, long, 0,0915 in, shank diam, 114 in. diam <br />heads, and 8d cement coated 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, CC. Outer layer <br />attached to studs over inner layer with the 2-3/8 in. long nails spaced 8 in. OC. <br />Vertical 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 Shaftliner: 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 'i-in. (12.7 mm) DensArmor Plus <br />Fireguard C Interior Panels or A -in. (12.7 mm) <br />ToughRock Fireguard C gypsum board, <br />3. Steel Studs: W 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 %-in, lessthan the openings height <br />and spaced a maximum of 24-in. (610 mm) o.c. <br />PROFILE OF ROOF TRUSS <br />BEYOND <br />ROOF SHEATHING TYP. <br />2x6 <br />SUB -FASCIA <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 />2 Hour Fire Resistant Soffit <br />SCALE: 3/4" =1'-0" <br />FIRE CAULK EDGES <br />AT EACH SIDE <br />DBL. 1x PT NAILER <br />1/2" GYP. WB <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 />SEE PLAN <br />TOP OF PLATE <br />TYPE "S" MORTAR <br />(TYP.) <br />8" CONC. BLOCK <br />CLASSIFICATION D-2 <br />PER UL U905 (TYP.), PER <br />f <br />UL U905, MASONRY WALL <br />, <br />K <br />PROVIDES 2-HOUR <br />\ <br />PROTECTION <br />1 Hour Separation Wall <br />SCALE: 3/4"=1'-0" <br />*REFER TO STRUCTURAL DETAILS FOR <br />ADDITIONAL INFORMATION. <br />ev <br />0 <br />N <br />qp-c. <br />Z s <br />Q o L <br />_ m x <br />go o :. <br />N G <br />d <br />CD mY <br />C2- <br />4� Z&tj C <br />3 to <br />o ar u —2 <br />a> <br />? OC •� T <br />c E <br />d U <br />O <br />/I <br />,,tatttlllfti/tE�,� <br />CN <br />ftf- <br />0 V <br />b <br />rJ�` �� <br />• I L �' <br />\ <br />INN <br />To the best of the Engineer's knowledge, Information and belief, <br />the structural plans and specAcations contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />E <br />o <br />m <br />o <br />0 <br />Loa <br />0 a M :r K LL <br />ry a Q m LL i n`L <br />'I yfl J <br />d <br />Z Y <br />C <br />G �Oc <br />li W 2rnrn 5 Mo <br />W _ m w <br />(t Z u N a <br />Cl) Z <br />11T "y <br />,S <br />S 0 OU 0 p <br />d <br />ZIL <br />(� u7 <br />z s� <br />a <br />— <br />� /�Np <br />V ! 7 O <br />-J <br />,V w <br />V <br />O <br />N <br />V � <br />Q�� <br />• <br />s <br />o <br />N <br />Cl) <br />T <br />Q <br />U_ <br />a 0 <br />z <br />oa <br />s° <br />T<o� <br />� <br />� <br />�� <br />o <br />za <br />Z� <br />N <br />o <br />ti z� <br />rl <br />n <br />NJ <br />ila <br />$I� <br />�N <br />0 <br />> (� <br />rn <br />m <br />Q <br />0— <br />CL <br />0 <br />O <br />F-- <br />^' <br />i .J <br />LL7 <br />00 <br />co00 -p <br />CQ <br />T <br />a. <br />O <br />Z5 <br />U�/)� o <br />O <br />Cfl <br />J in a <br />Q <br />� � <br />N <br />I— <br />r CD O <br />Liz n <br />O <br />N <br />4 N <br />M <br />Ln <br />�t <br />QO <br />O 0 <br />r- <br />6 <br />E <br />L n 04 <br />r— <br />o <br />Z <br />Z <br />C ni <br />E B <br />c <br />4 <br />ov of <br />U � <br />0 <br />JOB <br />NO: 22-12492-12489 <br />SCALE : AS NOTED <br />SHEET NO. <br />16 <br />