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<br />NON -VENTING SOFFIT
<br />NON -VENTING SOFFIT
<br />NON -VENTING SOFFI
<br />AIf-1AI \/1=AITIAIf-% cf-%=A
<br />ZONE-2
<br />ATTIC SPACE
<br />110 SQ FT.
<br />ATTIC SPACE
<br />NON -VENTING SOFFIT
<br />PROFILE OF ROOF TRUSS
<br />BEYOND
<br />ROOF SHEATHING TYP.
<br />2X6
<br />SUB -FASCIA
<br />EXTEND THE (2) LAYERS L4 - •- - .
<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"=1t-0"
<br />FIRE CAULK EDGES
<br />AT EACH SIDE
<br />DBL. 1x PT NAILER
<br />ration 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 />rk 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 />April 09, 201.8
<br />gaming Wall Rating - 2 M R"
<br />Nonbosring Wall Rating - 2 MR
<br />Thin design was evaluated using a lead daslpn method other than the Ling states Doslgn Method (4.0 , Working Straws Dealgn
<br />Method). For jurladlctlons omploylog the Llott "as Design Method, such as Canada, a triad restriction factor shall be used - gag
<br />Guide emarexuV7
<br />* Indicates such products shelf bear the UL or CUL CartNicatlon Mark for ju risdictlosis employing the UL ar CUL Certification (such
<br />as Canada), respectively'
<br />- - _- $ems
<br />�a.P�Ia�{/jJtij 0. L v .Jo.V II 7•$;S"h14fJ,
<br />•�._/�•`w/V•I_
<br />I c) 7 1 T Haiwntoi Sevion
<br />1. fonBlads* - Varlous designs. Classification D-2 (2 hr),
<br />See Concrete stocks category for list of allgilbla manufacturers.
<br />2. Mortar - Blocks laid In full bed of mortar, nom. 318 in. thick, of not less than 2-1/4 and not more than 3-1/2 pares of
<br />clean sharp sand to t part Portland cement (proportioned by volume) and not more than 50 percent hydrated Ilme (by
<br />cement volume). Vertical joints staggered.
<br />3. Portland Cement Stucco or Gypsum Plaster - Add 112 hr to classification If used. Where combustible members are
<br />framed in wall, plaster or stucco must be appied on the face opposite framing to achieve a max. Classification of 1-1/2 hr
<br />Attached to concrete blocks (Item 1).
<br />4. Loa" Masonry Fill - If all cone spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln
<br />Process), water repellant vermiculite masonry fill insulation, or silicone treated pedite loose fill insulation add 2 hr to
<br />classification.
<br />S. Foamed Plastics - (Optianal-Not Shown) - 1-1/2 In. thick max, 4 ft wide sheathing attached bo concrete blacks
<br />(item 1).
<br />ATLAS ROOFING CORP - "EnergyShleld Pro Wall Insulation','EnergyShleld Pro 2 Wall Insulation', EnergyrShleld CGF
<br />Pro and EnergyShlekl Ply Pro
<br />CARLISLE COATINGS i WATERPROOFING INC - Type R24 SHEATHE
<br />FIRESTONE BUILDING PRODUCTS CO L L C - "Enverge-'' CI Foil Exterior Wall Insulatlon' and "Enverge'• CI Glass
<br />Exterior Wall Insulation'
<br />HUNTER PANELS - Types Xcl-Class A, Xcl 286
<br />RMAX OPERATING L LC-'TSX-8500','TSX-8510%'Thermusheath-XP','ECOMAXcf', "Thermasheath-3',
<br />-Durasheath•3"
<br />THE DOME CHEMICAL CO -Types Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy out, Insulation,
<br />Thermax Metal Building Board, Thermax White finish Insulation, Thermax ci Exterior Insulation, Thermax XARMOR ci
<br />Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF-R- ci
<br />Insulation
<br />5A. Building Unit -As an alternate to Items 5, min. 1-in thick polvisocyanurate composite foamed plastic insulation
<br />boards, nom. 48 by 48 or 96 In.
<br />RMAX OPERATING L L C-'Thermasheath-SI', 'ECOBASEcl', 'ThermaBase-CI"
<br />• Indicates such prodeate shall bear the ULor call. Certification Mark for jarbedlctions employing the UL or CUL Certifkation
<br />(such as Canada), respectively.
<br />Last Updated on 2018.04.09
<br />GA FILE NO. ASW 0810 1 PROPRIETARY*
<br />GYPSUM PANEL PRODUCTS, STEEL H STUDS
<br />Two layers 1" x 24" proprietary type X gypsum panels inserted between floor and
<br />ceiling runners with steel H stud between adjacent pairs of gypsum panels.
<br />INLB)
<br />A 3t4" minimum air space must be maintained between steel components and
<br />adjacent framing (as indicated by dashed tines In sketch). As an alternate to
<br />an air space, the steel components are covered with 6' wide battens of 1/2'
<br />type X gypsum wallboard or full sheets of V2' type X gypsum wallboard
<br />screw attached to the steel components.
<br />Sound tested with 2 x 4 stud wall faced with 112" regular gypsum wallboard each
<br />side of assembly and 3-112" glass fiber in stud space on both sides.
<br />Height limitation 68 feet.
<br />PROPRIETARY GYPSUM PANEL PRODUCT
<br />Georgia-Pacific Gypsum LLC......................... ............. 1" DenSGIass@ Shaftliner
<br />2 HOUR 65 to 89 STC
<br />FIRE SOUND
<br />-- - - - - -- F17- i.
<br />Rv I 1 i
<br />Thickness: 3.1Z (Fire)
<br />11.314"(Sound)
<br />Approx. Weight 9.5 psi
<br />File Test WHI495-1290,11-15.94:
<br />ITS Design GPNVA 120-W;
<br />WHI495-1295, 3-15-95:
<br />WHI 49b-0743 & 0744,
<br />1-28 & 3086;
<br />ITS 316DB14COO-W2,
<br />8.30.08;
<br />UL R2717, 04NK03115,
<br />8.18.04, UL Design U373
<br />Sound Test: RAL TL10-291, 8-31-10
<br />ROOF PLAN
<br />SCALE: Y4"=V-0"
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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: 22-11668-11666
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />us
<br />10
<br />
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