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<br />The appearance of a company's name or product in
<br />products so identified haye keen,rrtara ifa tured.und€
<br />bearir g the uL N18sho' Wd � d&f d to b `l(ei
<br />Alwiay� look for the Magk on the product.
<br />UL permits the -reproduction of the m6t6rial Contain
<br />theft floWin. Cpnditions; 1 Th i l finfprm tion,;P
<br />any manipulation of the data. (or drawirigs). Z
<br />Itions Directory With permission from UL" Mus
<br />th-e reprinted rnbterial mist In, ude .azbpy d,_c
<br />itself assure'that
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<br />In
<br />File:- L 12224 Duplexl xI C7 GA FILE NO. ASW 1002. pdf
<br />Uhisift9lor invalid reference
<br />on, alttrlate', nowin.tlltCk:ywrlasrlee pf9tr rri; %llled.,t' the ent[re;
<br />su felt of OaSsif ed 6ld wfith, the jilt t§Teiforc.ad with Paper type,
<br />. Nails — del, cernient coated nails - { in. lean , 0,0015 In, sfibh diary', I'A in, diem
<br />he d n l cern nt:cggted nails 2-31.84n,1gng,,0 11I . irl, shank—;diarrl, M2, in.
<br />Siam f8Ids
<br />4. Gypsum Board* 5/8`ln thick, two Iwora applied either f'ontontell or ortically,
<br />Inner i r t acl� d to firr With` the 1-7f In, n l.ls s e rn, .4 1 ut r`f l r
<br />attach dto studs aver, ihn0r layer with the2- 8 in. Ions hails spaced 8'1ti, of
<br />rtical fa'Ints I9cate #gyer'studs, A11j, itS in face leers sii�ggeredtnrilhjolnts i
<br />tlerl tlsed irl Widths ether than8 m ,, gypsurrr bird t0 Instilled hrlpntllyr,
<br />Georgia-Pacific Gypsum, LLC
<br />Design No. GP/WA 12:0-OS
<br />Non -Bearing Wall Assembly
<br />Area Separation Wall
<br />ASTM E119
<br />Bating :2 hours
<br />1. CERTIFIED: MANUFACTURER: Georgia-Pacific
<br />Gypsum, LLC
<br />CERTIFIED. PRODUCT: 'Gypsum Shaftliner
<br />CERTIFIED: MODEL, Tough Rock Staftlirier or
<br />DensGlassShaftlinet,
<br />Gypsum Shaftliner: Two layer's 1-in;, (25.4 mm)'
<br />ToughRock Staftliner or bensGlass Shaftliner
<br />Inserted in H-Studs 24-in, (610 mm) ax,
<br />Gypsum Board: Metal covered, using 6-in. (152
<br />mm) wide %-in, (12.7 mm) D.ensArmor Plus
<br />Fireguard C Intar'ior Panels or 34-in. (12. mm)
<br />ToughRock Fireguard C gypsum board.
<br />3. Steel Studs: W shaped Studs; 1-1/2-i'n; (381
<br />mm) wide x 2-in. (50.8 rnm) deep, roll -formed
<br />from m'inimum,0.01$win, thick -,galvanized steel.
<br />Cut to length`s-in. lessthan the openings height
<br />and spaced a "irtaximum 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 =77
<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 />1 Hour Separation Wall
<br />SCALE: 3/4"=1'-0"
<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 />8" CONC. BLOCK
<br />CLASSIFICATION D-2
<br />PER UL U905 (TYP.), PER
<br />UL U905, MASONRY WALL
<br />PROVIDES 2-HOUR
<br />PROTECTION
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<br />To the best of the Engineers 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 />Engineer's signature and seal.
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<br />JOB
<br />NO : 22-06569-06566
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />16
<br />
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