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<br />NON -VENTING SOFFIT
<br />NON -VENTING SOFFIT
<br />AIr1Al \/CAITIAIIl% On=
<br />kinKI Cn=1
<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 />M
<br />SUB -FASCIA
<br />EXTEND THE (2) LAYERS
<br />OF I 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 />aration 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, 2018
<br />Bearing Wall Rating —. 2 HR.
<br />Nanbearing Wall Rating — 2 HR,
<br />This design wasevaluated using a load design mathad ether than. the. Limit state&Design Method (e8., warking stress DeMan
<br />Mat Nad). Far jurisdictions employing the Limit states Desgn Methad, such as Canada, aload restriction factor shall be used - sae
<br />Guide BXUYae BXUYI
<br />* indicates such products shall bear tha UL or CUL Certification Mark fine ju risd let inns amploying the UL or CUL Cartif caticn (such
<br />as Canada), respectively.
<br />11 PO J c: 0I
<br />J
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<br />1.. Concrete Blocks* —Various designs, Classification D-2 (2hr).
<br />See Concrete Blocks category for list of eligiaie manufacturers.
<br />? 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 parts of
<br />clean sharp and to L part Portland cement (proportioned by volume) and not more than ISO 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 applied on the face opposite framing to achieve a max. Classification of I-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, expanded clay or shale (Rotary. Kiln
<br />Process), }eater repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to
<br />classification.
<br />5Foamed Plastic* — (Optional -Not Shown) — 1-1/2 in. thick. max, 4 ftwlde sheathing attached to concrete blocks
<br />(Item 1).
<br />ATLAS ROOFING CORP — "EnergyShleld Pro Wall Insulation", "EnergyShleld Pro 2 Wall Insulation", EnergyShleld CGF
<br />Pro and EnergyShleld Ply Pro
<br />CARLISLE COATINGS & WATERPROOFING INC — Type R2+ SHEATHE
<br />FIRESTONE BUILDING PRODUCTS CO L L C — "Eoverga" CI Foil Exterior Wall Insulation" and "Eoverge„ CI Glass
<br />Exterior Wall Insulation"
<br />HUNTER PANELS — Types Xcl-Class A; Xcl 286
<br />RMAX OPERATING L L C — "TSX-8500", '•TSX-a510", "The rmas heath-XP", "ECOMAXai", "Thermasheath-3",
<br />"Durasheath-3"
<br />THE DOW CHEMICAL CO —Types Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulatlon,
<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 Units — As an alternate to Items 5, min. 1-in thick polyisocyanurate composite foamed plastic insulation
<br />boards, nom49 by 48 or 96 in.
<br />RMAR OPERATING L L C — "Tfiermasheath-SI", "ECoaASEd", "ThermaBase-CI"
<br />* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification
<br />(such as Canada), respectively.
<br />Last Updated on 2018-04-09
<br />GA FILE NO. ASW 0810
<br />GYPSUM PANEL' PRODUCTS, STEEL H STUDS
<br />Two layers 1" x 24" proprietary type X gypsum panels inserted between floor and
<br />telling runners with steel H stud between adjacent pairs of gypsum panels.
<br />(Il
<br />I A 314 minimum air space must be maintained between steel components and
<br />adjacent framing (as indicated by dashed lines 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 1/2" 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 waliboard each
<br />side of assembly and 3-1/2' glass fiber in stud space on both sides.
<br />Height limitation 68 feet.
<br />PROPRIETARY GYPSUM PANEL PRODUCT
<br />Georgia-Pacific Gypsum LLC.......... ...... I ............. ......... 1" DenS%1a8S0 Shaftliner
<br />11-314" (Sound)
<br />Approx. Weight: 9.5 psf
<br />Fxe Test: WH1495-1290, 11-15-94;
<br />ITS Design GPIWA 12w)4;
<br />WH1495.1295, 3-15-95;
<br />WHI 495-0743 & 0744,
<br />1-28 & 30-86;
<br />ITS 3160814COQ-002,
<br />8.30-08;
<br />UL R2717, 04NK03115,
<br />1-18-04, UL Design U373
<br />Sound Test. RAL TL10-291, 8-31-10
<br />ROOF PLAN
<br />SCALE: Y4"=1'-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
<br />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.
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<br />JOB
<br />NO: 22-09475-09478
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />10
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<br />
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