|
rn
<br />3
<br />-v
<br />v
<br />v
<br />Cr
<br />Cn
<br />42
<br />cD
<br />0
<br />0
<br />J
<br />0
<br />O
<br />I
<br />ID
<br />v
<br />cn
<br />O
<br />0
<br />J
<br />0
<br />I
<br />.tr
<br />0
<br />cn
<br />0
<br />v+
<br />0
<br />`)
<br />a
<br />E
<br />E
<br />0
<br />0
<br />v
<br />i
<br />tZ
<br />E2
<br />U
<br />v
<br />0
<br />m
<br />a
<br />0
<br />0
<br />O
<br />J
<br />N
<br />yam+
<br />O
<br />CL
<br />J
<br />The appearance of a company's name or product in this database does not in itself assurethat
<br />products so identified have been manufactured under UL's Follow -Up Service. Only those products.
<br />bearin t e UL Mark so Id, be considered to be Certified -and covered under ULs Full w-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 entlrety 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 roust include a copyright notice in the following format: "@ 2019 UL
<br />LLC".
<br />UL and the UL logoare trademarks of UL LLC O 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 1" DensGlass® Ultra Shaftlinerr`
<br />bS,F
<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 GPtWA 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 />an alternate nom 3/32 in- thick gypsum Veneer piaster may be applied to,the entire
<br />surface of Classified veneer baseboard with th'e joints reinforced with paper tape,
<br />3. Nails — 0d cement coated nails 1-7/8 in. long, 0.0915 in, shank diam; 114 in, diem
<br />heads, and 8d,cementcoated nails 2--:V8 in. long,.Q,113 in, s4ank diem, /32 in,
<br />diarn heads.
<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, 0C, .Outer layer
<br />attached to studs over inner layer With the 2-3/8 in. long nails spaced 8'in. CSC.
<br />Vertical joints located aver studs. All joints in face layers staggered With joints in
<br />base lagers. Joints of -each base layer offset with joints of base lager 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 />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 Yz-in. (12.7 mm) DensArmo'r Plus
<br />Fireguard C Interior Panels or !4-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 Yi-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 = _7.
<br />OF 1" THICK USG GYP. - - -
<br />WALLBD. LINER PANELS
<br />OF 2-HR. WALL INTO
<br />SOFFIT AREA b..
<br />C
<br />2 Hour Fire Resistant Soffit
<br />SCALE: 3/4"= V-0"
<br />FIRE CAULK EDGES
<br />AT EACH SIDE
<br />DBL. 1x PT NAILER
<br />1/2" GYP.
<br />1 Hour Se
<br />ration Wall
<br />*REFER TO STRUCTURAL DETAILS FOR
<br />ADDITIONAL INFORMATION.
<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 />a.%0A
<br />O
<br />L.
<br />W
<br />++ }s u" d
<br />N O a-
<br />N N
<br />G -n1 �G
<br />N
<br />W cc
<br />ti•
<br />� d A
<br />vs o.
<br />c
<br />A
<br />p
<br />O� 6�
<br />0.
<br />w
<br />> � �����
<br />j
<br />•CLCN
<br />_-
<br />'�
<br />s^'
<br />•'�riv��
<br />;0_1
<br />`��`• 0
<br />ttf. ��•�,
<br />, �
<br />a°7. °
<br />n
<br />i
<br />ie..te"
<br />w�
<br />s_Olt, �l 1 `^' iyy'qq�aa aN\\��
<br />/
<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural
<br />plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential
<br />7th Edition. Engineers signature and seal is only for
<br />the structural
<br />engineering portions of the drawing pages bearing
<br />Engineer's
<br />signature and seal.
<br />N
<br />W �E
<br />0
<br />M
<br />e
<br />0
<br />(� o m o n
<br />0 Y b N 0]
<br />R 21 #
<br />�
<br />�In ��
<br />N cnJ
<br />N m v # "-
<br />Q C LL LL
<br />In J ' (1.
<br />iY
<br />i
<br />13
<br />Z
<br />_ -C Y 0 Z
<br />W i . 0
<br />CN cp O
<br />02c,
<br />m
<br />Z X M Z Q J
<br />LLN
<br />LLW
<br />O U d 0
<br />W 0 cn
<br />❑ ❑
<br />M �
<br />N M
<br />O Q
<br />c>r ,
<br />E3
<br />M
<br />Wv) z
<br />°(D4 W
<br />O w 0JAML
<br />0
<br />N
<br />i—
<br />w
<br />s✓ N
<br />N Y
<br />O
<br />..p
<br />ti
<br />o
<br />c
<br />w
<br />M
<br />co
<br />�<
<br />o
<br />Z
<br />a
<br />LLL
<br />E
<br />Z O
<br />oo
<br />) N
<br /><N
<br />p
<br />E CJ
<br />wz
<br />zp
<br />o L
<br />Xo
<br />Q
<br />oO
<br />U
<br />O E
<br />ON
<br />m It
<br />K
<br />a p
<br />ao
<br /><o
<br />o
<br />z
<br />rc
<br />U)
<br />z
<br />o
<br />m�
<br />o
<br />o"
<br />ZWm
<br />c
<br />Qw
<br />�z
<br />a
<br />no
<br />7�
<br />1� >
<br />8�
<br />g
<br />a Z N W
<br />U
<br />w¢
<br />�
<br />Jo
<br />CD
<br />10_
<br />c
<br />•0 T
<br />>M
<br />2
<br />L
<br />r
<br />rn
<br />m
<br />rl
<br />I—
<br />O
<br />O
<br />r
<br />r—
<br />CO
<br />ol`O
<br />:3 O d
<br />cr/�
<br />dO�'
<br />Y
<br />Q0
<br />�/ / m
<br />CL
<br />4-1
<br />4i2
<br />N
<br />H0
<br />00 N
<br />LO
<br />o N
<br />co
<br />r o I j
<br />LC�
<br />CO Cn
<br />CD
<br />I - OD
<br />c
<br />4
<br />Z
<br />M
<br />Z
<br />3 in
<br />E
<br />cc
<br />o
<br />U J Q
<br />C
<br />-�
<br />JOB
<br />NO : 22-09474-09471
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />16
<br />
|