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<br />FIRE -RESISTANCE DESIGN
<br />Assemblv Usacle DiSclainier
<br />BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States
<br />BXUV? - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada
<br />See General Information for Fire -resistance Ratings - ANSI/1—IL 163 1=:ertified for United States
<br />Design t'-riteria and Allowable Variances
<br />See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada
<br />Design l: riteria and Allt_;wable Variances
<br />Design No. U905
<br />June 10, 2019
<br />Bearing Wall Rating — 2 HP,
<br />Nonbearing Wall Rating — 2 HR
<br />This design was evaluated using a load design method other than the Limit States Design
<br />Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States
<br />Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or
<br />BXJV7
<br />* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions
<br />employing the UL or cUL Certification (such as Canada), respectively.
<br />77
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<br />30
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<br />1. Concrete Blocks' — Various designs. Classification D-2 (2 hr)
<br />See Concrete Blocks category for list of eligible manufacturers.
<br />2. Mortar — Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4
<br />and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement
<br />(proportioned by volume) and not more than 50 percent hydrated lime (by cement
<br />volume). Vertical joints staggered.
<br />3. Portland Cement Stucco or Gypsum Plaster— Add 1/2 hr to classification if
<br />used Where combustible members are framed in wall, plaster or stucco must be
<br />applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr.
<br />Attached to concrete blocks (Item 1)
<br />4 Loose Masonry Fill — If all core spaces are filled with loose dry expanded slag,
<br />expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry
<br />fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification.
<br />5. Foamed Plastic' — (Optional -Not Shown) — 1-1/2 in. thick max, 4 ft wide
<br />sheathing attached to concrete blocks (Item 1).
<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 udder 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-misleadin g 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 loao are trademarks of UL LLC © 2019 All Rights Reserved.
<br />GA FILE NO. ASW 1002
<br />PROPRIETARY*
<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. (li
<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 f/z" 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 DensGlasse Ultra Shaftlinerl
<br />2 HOUR
<br />FIRE
<br />FIRE -RESISTANCE DESIGN
<br />Assernbly Jsage C.list.lairner
<br />BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States
<br />BXUV? - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada
<br />`gee r�eneral Inforration for Fire -resistance Ratings - ANSI/UL 263 Certified for United States
<br />Design t=:riteria and Allo?nrable Variances
<br />See general Inforration for Fire Resistance Ratings - CAPI/1-1LC S101 Certified for Canada
<br />Design r=:rites and Allowable Variances
<br />Design No. U301
<br />September 17, 2019
<br />Bearing Wall Rating —2 Hr.
<br />Finish Rating — 66 Min.
<br />This design was evaluated using a load design method other than the Limit States Design
<br />Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States
<br />Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or
<br />BXUV?
<br />x Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions
<br />employing the UL or cUL Certification (such as Canada), respectively.
<br />3
<br />1 Nailheads — Exposed or covered with joint compound.
<br />2. Joints — Exposed joints covered with joint compound and paper tape. Joint
<br />compound and paper tape may be omitted when square edge boards are used. As
<br />ularn rledua ).
<br />4 Gypsum Board* — 5/8 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. Muter 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 Separatlon Wall
<br />ASTM E119
<br />Rating: 2 hours
<br />60 to 64 STC
<br />SOUND 1. CERTIFIED MANUFACTURER: Georgia-Pacific
<br />Gypsum, LLC
<br />w CERTIFIED PRODUCT: Gypsum Shaftliner
<br />CERTIFIED MODEL: ToughRock Staftliner or
<br />DensG lass 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 />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 & 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 />2. Gypsum Board: Metal covered using 6-in. (152
<br />mm) wide h-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. less than the openings height
<br />and spaced a maximum of 24-in. (610 mm) o.c.
<br />_..-
<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 />rk SEE PLAN
<br />TOP OF PLATE
<br />FIRE CAULK EDGES
<br />AT EACH SIDE—/--,
<br />TYPE "S" MORTAR
<br />(TYP.)
<br />DBL. 1x PT NAILER H VV
<br />112" GYP. WB. 8" CONC. BLOCK
<br />CLASSIFICATION D-2
<br />PER UL U905 (TYP.), PER
<br />UL U905, MASONRY WALL
<br />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 />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 Florida Building Code -
<br />Residential 7th Edition. Engineer'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 />NO: 22-05614-05611
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />16
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