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ASW I al I 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 />(NLB) <br />A 3/4" minimum air space must be maintained between steel components and <br />adjacent framing (as Indicated by dashed fines to sketch), As an alternate to <br />an air space, the steel components ere covered with 6" wide battens of V2" <br />type X gypsum wallboard or full sheets at 1f2" type X gypsum wallboard <br />screw attached to the steel components. <br />Sound tested with 2 x 4 stud wail faced with 1/2" 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" DensGiassO Shaftilner <br />NON -VENTED SOFFIT <br />UnKI \/CAITCII onl7=1T <br />KIOKI VCAITE:r) COCCIT <br />NVIV-VIIV I LU QVI I I I <br />z HOUR f 65 to 69 STC <br />FIRE j SOUND <br />A <br />r41lvd(��� <br />fA <br />,' %y i <br />} <br />t--- <br />Thickness: 3-11Z (Fire) <br />11-3/4" (Sound) <br />Approx. Weight: 9.5 psf <br />Fire Test WH1496-1290, 11-15-94; <br />ITS Design GFNUA 12U-04; <br />WHI495-1295, 3L15.85; <br />WHI 496-0743 & D744, <br />1-28 & 3D-86; <br />ITS 3160814C0Q-00Z <br />8-30-06; <br />UL R2717; 04N1K03115, <br />8-18-04, UL Design U373 <br />Sound Test: RAL TL10-291, 8-31-10 <br />Attic Ventilation <br />Attic Ventilation to be in compliance with the Florida Building Code 7th Edition <br />ourrl I <br />-- — — <br />EXTEND THE (2) LAYERS e �• ' — — — <br />OF 1" THICK USG GYP. — — — <br />WALLED. LINER PANELS <br />OF 2-HR. WALL INTO <br />SOFFIT AREA <br />VE <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 />PROFILE OF ROOF TRUSS TOP OF PLATE <br />BEYOND FIRE CAULK EDGES <br />AT EACH SIDE <br />ROOF SHEATHING TYP. <br />2x6 <br />SUB -FASCIA TYPE "S" MORTAR <br />(TYP.) <br />DBL. 1x PT NAILER <br />1/2" GYP. WB. 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 />2 Hour Fire Resistant Soffit — <br />SCALE: 3/4"= V-0" <br />1 <br />1 Hour Separation Wall <br />SCALE: 3/4"= V-0" <br />*REFER TO STRUCTURAL DETAILS FOR <br />ADDITIONAL INFORMATION. <br />AInKI %/CAITCr1 OnCCIT <br />ourrl I <br />ATTIC VENTILATION CALCULATIONS <br />ATTIC VENTILATION REQUIRED <br />UPPER VENTILATION PROVIDED <br />1/150 Rule <br />1/300 Rule <br />Ridge Vent Amt <br />(No Upper Ventilators <br />(Must Provide Upper Ventilators) <br />(Ft.) <br />Off -Ridge Amt. <br />Req.) <br />Total Ventilation <br />ATTIC <br />Provided by <br />SPACE <br />SQ. IN. of <br />SQ. FT. <br />Total SQ. <br />SQ. FT. <br />of <br />SQ. IN. of <br />ventilation to <br />Upper <br />Ventilators <br />ventilation <br />of vented <br />IN. of <br />vented <br />be provided <br />SQ. IN. of <br />SQ. IN. of <br />See Elev <br />( ) <br />required <br />soffit <br />ventilation <br />soffit <br />by upper <br />Ventilation <br />Ventilation <br />needed <br />required <br />needed <br />ventilators <br />Main <br />0.0 <br />2.0 <br />Floor <br />901 <br />865 <br />124 <br />432 <br />31 <br />216 <br />276.0 <br />0.0 <br />276.0 <br />(Zone 1) <br />Main Floor <br />0.0 <br />2.0 <br />(Zone 2) <br />886 <br />851 <br />122 <br />425 <br />30 <br />213 <br />276.0 <br />0.0 <br />276.0 <br />Upper Floor <br />0.0 <br />2.0 <br />(Zone 3) <br />1012 <br />972 <br />139 <br />486 <br />35 <br />243 <br />276.0 <br />0.0 <br />276.0 <br />Upper Floor <br />0.0 <br />2.0 <br />(Zone 4) <br />1008 <br />968 <br />138 <br />484 <br />35 <br />242 <br />276.0 <br />0.0 <br />276.0 <br />**NOTE** <br />GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS <br />REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. <br />-------------- <br />NON-VENTED SOFFIT <br />11VI1 YLI11LV VVI 1 11 <br />ViRTJAL REVIEW ASSIST <br />NiirtuaO As,Sict, Inc. <br />,pleted and a e <br />plan. �?f:�lev'a dOI <br />0 r- �' <br />for cor�tol��;: t;� �fiJ�h.iI the <br />n th <br />�� <br />- NSUOff :fit <br />NON -VENTED SOFFIT <br />ROOF <br />N <br />' s <br />� a <br />e <br />a <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 <br />7th Edition. 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N <br />I <br />o N <br />N <br />G U)co <br />m <br />r� <br />C] <br />co <br />W <br />M <br />o3 <br />Z <br />LZ <br />O <br />❑ O <br />}ZZ <br />Q N <br />E CL <br />o <br /><_ <br />Z <br />f— C <br />x <br />dF <br />0, <br />AV <br />O <br />N¢o <br />z <br />d Z <br />.O-. 1.- <br />Cn <br />0 y <br />N <br />0, <br />Z H <br />m <br />Q W <br />z <br />N <br />o< <br />z <br />go <br />a <br />V <br />¢ O <br />H <br />= <br />�3 <br />w= <br />c� F <br />�o <br />CO <br />w< <br />�0 <br />r_ a <br />V' <br />za <br />ij� <br />c <br />.S T <br />_CO <br />N <br />C7 <br />N <br />N <br />i <br />O <br />�— <br />CIO <br />O <br />i <br />CV <br />n <br />o <br />L! <br />I <br />T <br />� m <br />O <br />00 <br />E NCO <br />CD <br />d- <br />Ln <br />OO <br />r <br />at <br />E <br />c <br />6 <br />Z <br />Z <br />O E <br />E <br />N <br />E <br />c <br />c <br />Il <br />U <br />Q U <br />JOB <br />NO: 22-03339-03346 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />10 <br />¢�r <br />w <br />