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<br />PROFILE OF ROOF TRUSS
<br />BEYOND
<br />ROOF SHEATHING TYP.
<br />-_-_ --_.. 2x6
<br />- - SUB -FASCIA
<br />EXTEND THE (2) LAYERS7.
<br />OF 1" THICK USG GYP. - - -
<br />WALLED. LINER PANELS
<br />OF 2-HR, WALL INTO
<br />SOFFIT AREA
<br />2 Hour Fire Resistant Soffit
<br />SCALE: 3/4"= V-0"
<br />1
<br />Attic Ventilation
<br />Attic Ventilation to be in compliance with the Florida Building Code 7th Edition
<br />(2020) Residential R806.
<br />The Minimum net free ventilating area shall be 1/150 of the area of the vented
<br />space. The ventilating area may be reduced to 1/300 provided that at least 40%
<br />but no more than 50% of the required ventilation is provided in the upper portion of
<br />the space to be ventilated. Upper ventilators shall be located no more than 3 feet
<br />(measured vertically) below the ridge or highest point of the space, with the
<br />balance of the required ventilation provided by eave or cornice vents.
<br />"CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN -
<br />(Values to be verified with Manufacturer Specifications)
<br />a OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT
<br />e SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT.
<br />e STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT.
<br />*If not enough vented soffit is provided due to fire protection, the contractor shall use the
<br />following approved vents:
<br />e LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT.
<br />**Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft, of Deck -Air Needed)
<br />FIRE CAULK EDGES
<br />AT EACH SIDE
<br />DBL. lx PT NAILER
<br />1/2" GYP. WB.
<br />I I
<br />1 Hour Separation Wall
<br />SCALE: 3/4"= V-0"
<br />*REFER TO STRUCTURAL DETAILS FOR
<br />ADDITIONAL INFORMATION.
<br />ATTIC VENTILATION CALCULATIONS
<br />ATTIC VENTILATION REQUIRED
<br />UPPER VENTILATION PROVIDED
<br />Ill50 Rule
<br />(No Upper Ventilators
<br />1/300 Rule
<br />Ridge Vent Amt
<br />Off -Ridge Amt.
<br />Req.)
<br />(Must Provide Upper Ventilators)
<br />(Ft,)
<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
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<br />soffit
<br />ventilation
<br />soffit
<br />by upper
<br />Ventilation
<br />Ventilation
<br />needed
<br />required
<br />needed
<br />ventilators
<br />Main 0.0 2.0
<br />Floor 901 865 124 432 31 216 276.0
<br />(Zone 1) 0.0 276.0
<br />Main Floor 1010 970 139 485 35 242 0.0 2.0 276.0
<br />(Zone 2)
<br />0.0 276.0
<br />Upper Floor { 0.0 2.0
<br />(Zone 3) 1008 968 138 484 35 242 276.0
<br />j 0.0 276.0
<br />Upper Floor 0.0 0.0
<br />(Zone 4) 110 106 15 53 4 26 0.0
<br />0.0 0.0
<br />Upper Floor 0.0 0.0
<br />(Zone 5) 108 104 15 52 4 26 0.0
<br />0.0 0.0
<br />Upper Floor 0.0 0.0
<br />(Zone 5) 62 60 I 9 30 2 15 0.0
<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 />Design No. U905
<br />April 09, 2019
<br />8,11ind wallRating -;2 H;R
<br />N4nhaaring WAR Rating - 2 FAR
<br />This design was aueeluamd using a load designmathod athar:than *a.L'mth'Statas.Desgn:Method [e�., working Stress Design
<br />Method). Per jueddiC:onswnploying th4h Limn StatD es osgln. Method, such as rAnada, a load restriction factarahall be used - &06
<br />G.ida extiyar axu.wu
<br />a. Indicates such produclashall hearths UL or eUl: Certification Mark for )ur'usditfions amplay na the UL or CUL Certification [such
<br />as Canada}� respaeiiv8ly.
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<br />1. CgncratalBkxlm• Var 6Us des igns, Classification D-2(2Fir).
<br />See Canerate Wricks category for list of eligible manufacturers,
<br />2, Mortar - Blocks laid In full bed of mortar; nom. 3/8 In. thick, of riot less than 2.1/4 and not more than 3-1/2 parts of
<br />Clear sharp sand to 1 part Portland cement (proportioned by volume) and not more than 59 percent hydrated ilme (by
<br />cement volume). Vertical inlets staggered,
<br />3, Portland Cement Stucco or Gypsum Plaster- Add 1/2 he to classification if used. Where combustible members are
<br />harried in wail, plaster or stucco must be applied on the face opposite framing to achleve a max. Classification of 1-1/2 hn
<br />Attached to concrete blacks (Item 1)
<br />4, Loose Mason ry Fill - If all core spaces are filled r lth loose dry expanded slay, expanded clay or shale (Rotary Kiln
<br />Process), }rater repellant vermiculite masonry fill insulation, or silicone treated pedite loose fill insulation add 2 he to
<br />classification..
<br />5. Foamed Plastic* - (Optional -Not shown) - 1-1/2 In. thick max, 4 ft wide sheathing: attached to concrete blocks
<br />(Item 1).
<br />ATLAS ROOFING CARP-"Energyshieid Pro Wall Insulatlon", ":Energ.y5hleld Pro 2 Wall Insulation", EnergySh eld CGF
<br />Pro and Energyshleld Piy Pro
<br />CARLISLE COATINGS & WATERPROOFING INC -- Type R2+ SHEATHE
<br />FIRESTONESUILDING PRODUCTS CO L L C- "Erverge -" CI Foil Exterior Wall Insulation' and `Enverge I CtlGlass
<br />Exte Non wall Insulation'
<br />HUNTER PANELS - Types Xct-CfassA, Xci 286
<br />RMAX OPERATING LL C 'TSX-8500", TSx SS1q", 'Thermas�hoath-XP", "ECQMAx<i`, "Thermasheath=3",
<br />"Dur'asheath-Tl
<br />THE DOW CHEMICAL CO -Types Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy out,,, Insulation,
<br />Thermax Metal Building Board. Thermax White Finish Insulation, Thermaxci Exterior Insulation, Thermax XARMORci
<br />Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Pa met, Thermax: Hea vy Duty Plus (HOP) and TUFF-R'" ci
<br />Insulation
<br />SA Building Units -As an attemate to Items S. min. 1-in thick polyisocyanurate compmite foamed plastic insulation
<br />boards, nom. 48by 48 or 96_in
<br />RMAX OPERATING L L C - "Thermasheath SI', "ECEIBASEd', "ThermaBase-CI"
<br />Indicates such products shall bear the. UL.Or cUL Certification Mark for jurisdlctlon5 employing the UL or cUL Certification
<br />(such as Canada), respectively,
<br />Lalt.Updp Ste on 2018-04-09
<br />E NON
<br />GA MILE NO. ASW 0810 PROPRIETARY* 2'NOUR 65 to B9 STC
<br />FIRE SOUND
<br />GYPSUM PANEL_ PRODUCTS, STEEL H STUDS
<br />Two layers I"x2411 proprietary type X gypsum panels inserted between floor and l'
<br />calling runners with steel H stud between adjacent pairs of gypsum panels.
<br />(NLS)
<br />A 314" 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 spate, the steel eomponanls arcs covered with 6. wide bakkens of 112"
<br />PROVIDE 2x BLOCKING W/ (2) 12d type x gypsum wallboard or fun sheets of 1/2' type X gypsum wallboard - _ _ - _ _
<br />NAILS EA, END BETWEEN screw attached to the steel components. 'g
<br />TRUSSES Sound tested with 2 x>4 stud wall faced with 1/2' regular gypsum Wallboard each
<br />v
<br />side of assembly and 3-1 f2" glass ftber in stud space on both sides.
<br />4'-0" FROM SEPARATION WALL. Haight limitation68 feet. -
<br />SOLID BLOCKING BETWEEN
<br />TRUSSES TO BOTTOM SIDE OF PROPRIETARY GYPSUM PANEL PRODUCT Thickness: 3-192" (Fire)
<br />PLYWOOD. BLOCK MUST BE ll-,V4"(Sound)
<br />"PITCH CUT" SEE ELEVATIONS Georgia-Pacific Gypsum LLC.......................:............... 1" DensGiasse Shaftiiner
<br />( ) Approx Weigh: 9.5 psi
<br />TO PROVIDE AS MUCH CONTACT Fire Test WHI4W129q,11-15-94
<br />AS POSSIBLE TO UNDER SIDE ITS Design GP1WA120-04
<br />OF ROOF DECK. ALL JOINTS WHI495.1295, 3.15-95;
<br />AROUND BLOCKING MUST BE WHI49rr07&0744,
<br />CAULKED WITH APPROVED FIRE 1-28&3D436;
<br />ITS 3160814CGQ-002,
<br />CAULKING. 8-3.
<br />UL R2717, 04NK03115;
<br />8-18-04, UL Design U373
<br />SEE PLAN Sound Test: RALTL1a291,a-311-1n
<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 />ROOF PLAN
<br />SCALE: 3/16"=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
<br />7th Edition. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers
<br />signature and seal.
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<br />NO: 22-05610-05605
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />8.1
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