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<br />addition, the reprinted material must include a copyright notice in the following format; V 2010 UL
<br />LLC",
<br />UL and the UL Toga 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 31e minimum air space must be maintained between steel components and adjacent
<br />framing (as indicated by dashed lines in sketch). As an akemate 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 - 1" DensGiessO Ultra Shaftltneff
<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 />WH149"743 & 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, nor 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 1-1/8 in, long, 0.0915 in, shank diam, 1114 in, diam
<br />heads, and 8d cement coated nails 2-3/8 in, long,.0,113 in, shank diam, 9/32 in.
<br />diem heads.
<br />4. Gypsum Board" — 5/8 in, thick, two layers applied either horizontally or vertically.
<br />Inrier'layer attached to studswith the 1-7/8 ,in, nails spaced 6 in, OC:.Outer layer
<br />attached to studs over inner layer with then-3r8 in. long nails spaced 8 in. OTC.
<br />Vertical joints locatedover studs. All joints in face layers staggered'with joints in
<br />base layers. Joints ©f each base layer' offset with joints of base lager on opposite
<br />side.
<br />w 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 />Ratings 2•hours �.,"......,w...�,.".-....,.....-...
<br />1. CERTIFIED MANUFACTURER: Georgia-Pacific
<br />Gypsum, LLC
<br />CERTIFIED PRODUCT: Gypsum Shaftliner
<br />CERTIFIED MODEL: Tough Rock Staftliner or
<br />DensG lass Shaftliner
<br />Gypsum Shaftliner: Two layers 1-in. (25.4 mm)
<br />Tough Rock Staftliner or DensGlass Shaftliner
<br />insetted in H-Studs 24-in, (610 mm) o.c.
<br />2- Gypsum Board: Metal covered using 6-in. (152
<br />mm) wide %-in. (12.7 mm) DensArmor Plus
<br />Fireguard C Interior Panels or'r4-in. (12.7 mm)
<br />To ugh Rock 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 Y4-in. less than the openings height
<br />and spaced a maximum of 24-In. (610 mm) o.c.
<br />7.
<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 />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 />E 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 />UL U905, MASONRY WALL
<br />RR' ' PROVIDES 2-HOUR
<br />PROTECTION
<br />1 Hour Separation Wall
<br />SCALE: 3/4"=1'-0"
<br />*REFER TO STRUCTURAL DETAILS FOR
<br />ADDITIONAL INFORMATION.
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<br />o 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 Florida Building Code -
<br />Residential 7th Edition. Englneer's signature and seal Is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB
<br />NO: 22-12484-12481
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />16
<br />
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