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NON -VENTING SOFFIT <br />NON -VENTING SOFFIT <br />qON-VENTING SOFFI <br />I•VIa rIi1.a 11.vA VVI . .. <br />AI/-%Kl \/CAITIAIn n^r_r_I <br />ZONE-2 <br />ATTIC SPACE <br />110 SQ FT. <br />ZONE-1 <br />ATTIC SPACE <br />61 sq ft. <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 <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 />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 "Sir MORTAR <br />(TYP.) <br />uesign no. mous <br />April 09, 2018 <br />Bearlog Wall Rating — 2 HIL <br />NanbMriog W60 Rating — 2 MR <br />This design was ewlueted using a load design method other than the Limit States Daslgn Method (aq., Workleg Stress toeign <br />Method). For jurisdictions amplay Mg the LIMN States Design Method, such As Canada, a load iastrletloo faetorehall be used — See <br />Guido AM or BXUV7 <br />• Indicates such products shall bear the UL or call Certilicatton Mark for ju nodietions employing the UL or CUL Certification (such <br />ascanada), respectively. <br />1j IIr1,'��Ir� 4�4i� <br />�0 •�� %�� <br />�D{�1.' •�e�.n jaI <br />(q 7 1 T horizontal Section <br />1. Concrete Blocks* — Various des Igns. classification D-2 (2 hr), <br />Sao Concrete Blocks category for list of eligible manufacturers. <br />2, Mortar — clocks laid in full bed or mortar, nom. 318 In, thick, of not less than 2-1/4 and not more than 3-1/2 parts of <br />clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by <br />cement volume). Vertical joints staggered. <br />3. Portland Cement Stacco or Gypsum Plaster — Add 112 hr to classification if used. Where combustible members air <br />framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. classification of 1-112 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), c:•ater repellant vermiculite masonry All insulation, or silicone treated partite loose fill insulation add 2 hr to <br />dassihcabon <br />5. Foamed Phii — (Optional -Not Shown) — 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks <br />(Item 1). <br />ATLAS ROOFING CORP — "EnergyShield Pro Wall Insulation% "EnergyShleld Pro 2 Wall Insulation% EneigyShleld CGF <br />Pro and EnergyShield Ply Pro <br />CARLISLE COATINGS A WATERPROOFING INC — Type R2+ SHEATHE <br />FIRESTONE BUILDING PRODUCTS CO L L C — "Enveige-' CI Fall Exterior Wall Insulation" and "Enverge-" CT Glass <br />Exterior -Wall Insulation' <br />HUNTER PANELS — Types Xcl-Class A. Xcl 286 <br />RMAX OPERATING L L C — "TSX-8500", "X-8510", "Thermasheath-XP", 'ECOMAXCI', 'fhermatheath-3", <br />"Durasheath-3" <br />THE DOW CHEMICAL CO — Types Thermax Sheathing, Thermax Light Duty Insulation. Thermax Heavy Duty Insulation, <br />Thermax Maul Building Board. Thermax White Rnish 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'" a <br />Insulation <br />5A. Building Units —As an alternate to Items 5, min. 1-in thick polysocyanurate composite foamed plastic insulation <br />boards. nom. 48 by 48 or 96 in. <br />RMAX OPERATING L L e — "Thermasheath-5I", "ECOBASEd", "ThermaBase-121" <br />' Indicates such products shall bear the UL or cULCertitlution Mark forJorledletlons employing the UL or cUL Certifleatlon <br />(such as Canada), respectively. <br />Last Updated on 2018-04-09 <br />GA FILE NO. ASW 0810 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 />(NLt3) <br />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 112' type X gypsum wullboard <br />screw attached to the steel components. <br />Sound tested with 2 x 4 stud wall fared with 112" regular gypsum wallboard each <br />side of assembly and 3-112" glass fiber In stud Sparc on both sides. <br />Height limitation 68 feet. <br />PROPRIETARY GYPSUM PANEL PRODUCT <br />Georgia-Pacific Gypsum LLC............ ......... .__ .._ . 1" DensGlassQi Shaftliner <br />2 HOUR 65 to 69 STC <br />FIRE SOUND <br />Thickness <br />3-172•' (Fire) <br />11-314" (Sound) <br />Appmx Weight' <br />9.5 psi <br />Fire Test <br />WHI495-1290. 11.15.94; <br />ITS Design GPIWA 121104; <br />WHI495.1295, 3.15-95; <br />WHI 4W(743 & 0144, <br />1-28 & 30-86: <br />ITS 3160814COO-OU2, <br />8-30-08; <br />UL R2717, 04NK03115, <br />8-184A, UL Design U373 <br />SotlndTest: <br />RALTL10-291,E-31-10 <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 ROOF PLAN - STANDARD <br />(STD) <br />SCALE: Y4n=1'-0" <br />> W <br />O t <br />' N_ <br />cc G <br />'0 <br />N C7 <br />Q ..0.. N <br />c <br />c <br />d o <br />t <br />f0 0" <br />= N N .01 <br />U a)N <br />= CM <br />y d' •� T <br />C E <br />O O <br />a. U <br />r` <br />O <br />M <br />C'V <br />O <br />tV <br />C'V <br />N <br />cn <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 <br />7th Edibon. 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