|
FIRE -RESISTANCE DESIGN
<br />Assembly Usage Disclaimer
<br />BXUV - Fire Resistance Ratings - ANSIIUL 263 Certified for United States
<br />BXUV? - Fire Resistance Ratings - CANIULC-S101 Certified for Canada
<br />See General Information for Fire -resistance Ratings - ANSI/UL 263 Certified for United States
<br />Design Criteria and Allowable Variances
<br />See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada
<br />Design Criteria and Allowable Variances
<br />Design No. U905
<br />June 10, 2019
<br />Bearing Wall Rating - 2 HR.
<br />Nonbearing Wall Rating - 2 HR
<br />FIRE -RESISTANCE DESIGN
<br />Assembly Usage Disclaimer
<br />BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States
<br />BXUV? - Fire Resistance Ratings - CANIULC-S101 Certified for Canada
<br />See General Information for Fire -resistance Ratings - ANSI/UL 263 Certified for United States
<br />Design Criteria and Allowable Variances
<br />See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada
<br />Design Criteria 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 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 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 Design Method, such as Canada, a load restriction factor shall be used- See Guide BXUV or
<br />BXUV? BXUV?
<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 />0.
<br />0 4
<br />I o(iZentcl Section
<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 I close fill insulation add 2 hr to classification.
<br />6. Foamed Plastic* - (Optional -Not Shown) - 1-1/2 in. thick max, 4 ft wide
<br />sheathing attached to concrete blacks (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 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 O 2019 All Rights Reserved.
<br />GA FILE NO. ASW 1002 1 PROPRIETARY*
<br />2 HOUR 60 to 64 STC
<br />FIRE
<br />SOUND
<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 />r
<br />framing (as indicated by dashed lines in sketch), As an altemate to an air space, the
<br />_ - - - - - -
<br />- -
<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 />S'�
<br />Sound tested with 2 x 4 stud wall faced with 1/2" regular gypsum wallboard each side of
<br />-
<br />assembly and 31/2" glass fiber in stud space on both sides.
<br />PROPRIETARY GYPSUM PANEL PRODUCT
<br />{
<br />Georgia-Pacific Gypsum LLC - 1" DensGlass® Ultra Shaftlinerl
<br />Thickness:
<br />31/2" (Fire)
<br />113/4" (Sound)
<br />Approx. Weight:
<br />9.5 psf
<br />Fire Test:
<br />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:
<br />Based on RAL TL89-383,
<br />11-10-89
<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 />---.16'� 0. C. 16'1
<br />j
<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 />ciiani neaa5.
<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: Tough Rock Staftliner or
<br />DensGlass Shaftliner
<br />Gypsum Shaftliner: Two layers 1-in. (25.4 mm)
<br />Tough Rock 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 %-in. (12.7 mm) DensArmor Plus
<br />Fireguard C Interior Panels or %-in. (12.7 mm)
<br />Tough Rock 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 />Cutto length %z-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 7.
<br />2 Hour Fire Resistant Soffit
<br />SCALE: 3/4"= V-0"
<br />FIRE CAULK EDGES
<br />AT EACH SIDE
<br />DBL. lx 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 />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.
<br />N L O
<br />X
<br />C o L
<br />c= ., s
<br />co
<br />u
<br />CL -0
<br />`v f,00
<br />-� - L) '
<br />0W
<br />i
<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. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
<br />W E
<br />0o
<br />a p N U
<br />V N
<br />Y co co
<br />Ant �
<br />u.
<br />M v #
<br />LL
<br />J uj
<br />J�i� j a
<br />o w
<br />Z -v a
<br />L
<br />Y R
<br />oLL
<br />_
<br />o
<br />WU) 2 '
<br />cp m Lu
<br />04 N Z Q r_
<br />ZN oU C8
<br />W ❑ ❑
<br />Z N c7
<br />Z
<br />z s�
<br />¢
<br />J _
<br />r
<br />N z
<br />C1
<br />0
<br />H tL
<br />w
<br />�
<br />V
<br />O w g
<br />N � N
<br />c
<br />w J
<br />~-
<br />g
<br />i
<br />o
<br />W
<br />M
<br />og
<br />Z
<br />Z
<br />LL_
<br />E
<br />�z �
<br />o
<br />0�
<br />Q
<br />a
<br />E U
<br />�z
<br />?®
<br />oa
<br />~ ro
<br />q Q
<br />xu
<br />W R
<br />�o
<br />°
<br />Z
<br />chi �
<br />azz
<br />�g
<br /><o
<br />�z
<br />� d�
<br />n,
<br />U
<br />N m
<br />ms
<br />o
<br />Z rr
<br />> Z
<br />ZU)_ro<
<br />0
<br />[n
<br />�,
<br />,z3
<br />qw
<br />g
<br />LLLL
<br />ZZ
<br />o
<br />3 o
<br />a
<br />�w
<br />W-
<br />C-)No
<br />77
<br />C)
<br />J�z
<br /><
<br />3
<br />�r
<br />o
<br />mil
<br />a�
<br />st
<br />zla
<br />o 3
<br />o t-
<br />> co
<br />_
<br />m
<br />m
<br />c�
<br />L
<br />Co
<br />00
<br />CO T
<br />C:)OHO
<br />Q
<br />� O
<br />Co
<br />o
<br />r
<br />m
<br />Q
<br />�
<br />O c,l
<br />N
<br />LO
<br />Co
<br />'~
<br />O
<br />M
<br />U-)
<br />E
<br />F ,
<br />0
<br />Z
<br />e y
<br />v
<br />E
<br />13
<br />U Q
<br />_J
<br />JOB
<br />NO: 22-05604-05601
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />16
<br />.:9
<br />
|