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NON -VENTED SOFFIT
<br />SEE DETAIL 55/D-1 FOR
<br />INFORMATION ON FIRE
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<br />NON -VENTED SOFFIT
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<br />NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT
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<br />SEE DETAIL 55/D-1 FOR
<br />SEE DETAIL 55/D-1 FOR
<br />SEE DETAIL 55/D-1 FOR
<br />SEE DETAIL 55/D-1 FOR
<br />SEE DETAIL 55/D-1 FOR
<br />INFORMATION ON FIRE
<br />INFORMATION ON FIRE
<br />INFORMATION ON FIRE
<br />INFORMATION ON FIRE
<br />INFORMATION ON FIRE
<br />BLOCKING @ EAVE
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<br />PLYWOOD LOCATION.
<br />DO NOT BREACH
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<br />4' OFF RIDGE VENT 4' OFF RIDGE VENT
<br />EMS
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<br />----� 1 � 2
<br />SEE DETAIL 55/D-1 FOR
<br />INFORMATION ON FIRE
<br />2 BLOCKING @ EAVE
<br />NON -VENTED SOFFIT
<br />VENTED SOFFIT
<br />4' OFF RIDGE VENT 4' OFF RIDGE VENT
<br />4:12 Ile
<br />- - P� ITCH
<br />SEE DETAIL 55/D-1 FOR
<br />INFORMATION ON FIRE
<br />BLOCKING @ EAVE
<br />FIRE RESISTANT
<br />PLYWOOD LOCATION.
<br />DO NOT BREACH
<br />NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT
<br />4' OFF RIDGE VENT 4' OFF RIDGE VENT
<br />4:12
<br />PITCH
<br />SEE DETAIL 55/D-1 FOR
<br />2 INFORMATION ON FIRE
<br />BLOCKING @ EAVE
<br />NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT
<br />4' OFF RIDGE VENT 4' OFF RIDGE VENT
<br />4:1
<br />4:12
<br />PITCH
<br />1 2
<br />SEE DETAIL 55/D-1 FOR
<br />INFORMATION ON FIRE
<br />BLOCKING @ EAVE
<br />4:12
<br />. PITCH �
<br />4:12 1
<br />1 = PITCH-1
<br />FIRE RESISTANT
<br />PLYWOOD LOCATION.
<br />2 DO NOT BREACH
<br />NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT L NON -VENTED 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 />i
<br />2 Hour Fire Resistant Soffit
<br />SCALE: 3/4"= V-011
<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 />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT
<br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ, FT.
<br />• 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 />• LOMANCO DECK -AIR (Shingle Roof) - 9 SO, IN. OF NET FREE AREA / FT.
<br />**Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Li ear Ft. of Deck -Air Needed)
<br />FIRE CAULK EDGES -
<br />AT EACH SIDE_/�'
<br />j
<br />DBL. 1x PT NAILER
<br />1/2" GYP. WB.
<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 />1/150 Rule
<br />1/300 Rule
<br />Ridge VentAmt
<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. FT.
<br />Total SQ.
<br />SQ. FT.
<br />SQ. IN. of
<br />Upper
<br />Ventilators
<br />SQ. IN, of
<br />ventilation
<br />of vented
<br />IN, of
<br />of
<br />vented
<br />ventilation to
<br />be provided
<br />SQ. IN. of
<br />SQ. IN. of
<br />(See Elev)
<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 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 1008 968 138 484 35 242 0.0 2.0 276.0
<br />(Zone 3)
<br />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 />� � 9 30 2 15 0.0
<br />(Zone 5)
<br />0.0 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 0% 203.0
<br />Bearing wall Rating - 2 H R.
<br />Noilb"rina: wall Rating - 2 MR.
<br />This design. was evaluated using a laa ll deatgn method other than the Limit States Dasign Method (ee.,. Working Shaer¢ Design
<br />Method)_ Parjurisdictfans ampWying the Limit States Deelgn Method, such MA Canada; a kind rastriciian #actorathall be used -See
<br />G Vida. IMNy a., BXUVJ*Indicator. such products shall hearths III or 4UL Cool if ration Ma rk for ju risdiat'iens:amptaying the UL or CUL Coetiffoation (such
<br />`ascaoada),. raspeetivaiy.
<br />' E a t c .P P -. v o`,T�j:-7�i
<br />J ya, 1I il'jI�k ,,Z,',''.11, I
<br />:Ji
<br />4"IylyHOIiZCYit4€e'Cii
<br />1. Concrete Blocks* -Various designs, ,classification D-2 (2 hr).
<br />See Contralto Stacks category -for listof eligible r7anufadurers.
<br />2Mortar - clocks laid in full bad of mortar, nom. 3/8In. thick, of not less than 2-1/4 and not more than 3-1/2 parts of
<br />clean sharp sand to I part Portland cement (proportloned by volume) and not more than so percent hydrated lime (by
<br />cement volume). Vertical Joints staggered,
<br />3. Portia nd Cement Stucco or Gypsu in Planter - Add 1/2 hr to classification if used. wheretombuftle members are
<br />framed In wall, plaster or stucco must be applied on the face opposite framing to achieve a may. Classification of 1-1/2 hr.
<br />Attached to concrete blocks (Items).
<br />4. Loose Masonry Fill - If all core spaces are filled with loose dry expanded slag, expanded clay orshale(Rotary Kiln
<br />Process), water repellant vermiculite masonry fill insulation, or silicone treated partite loose fill insulation add 2 hr to
<br />classification,
<br />5. Foamed Ptastic* - (Optional -Not Shown) - 1-1/2 in, thick max, 4it wide sheathing attached to concrete blocks
<br />(Item 1),
<br />ATLAS ROOFING CORP "EnergyShield. Pro wall Insulation", "EnergySbiald Pro 2 wall Insulation", Energy5hleld CGF
<br />Pro and EnergyShield Ply Pro
<br />CARLISLE COATINGS m WATERPROOP NG INC-Type R2+ SHEATHE
<br />FIRESTONE BUILDING PRODUCTS CO L L C - "Enverge * CI Foil Exterior wall Insulation" and "Enverge " cLGlass
<br />EXtaitor wall Insulatim"
<br />HUNTER PANELS - Types XciSlass A, xcl 286
<br />RMAX OPERATING L L C - "TSX-8500", 'rsx-8510",.'rhermasheath-XP", "ECOMAXW, "Ttlermasheath-31,
<br />"Durasheath-3"
<br />THE DOW CHEMICAL CO -'types Thermax Sheathing, Thermax Light Duty insulation; Thermax Heavy Dub/Insulation,
<br />Thermax Metal Building Board, Thermax While, 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 />SA. Building Units -As an alternate to 1 ems, 5, min, 1-in thick polyisocyanurate composite foamed plastic insulation
<br />boards, nom 48 by 48 or 96 in.
<br />RMAX OPERATING L L C "Thermasheath-51", "EC013A5Ecl", "Therma8ase-CI'
<br />Indicates such products shall hear the UL or cUL Certification Mark for jurisdictions employlao the UL or 01. Certification
<br />(such as Canada), respectively.
<br />Last Updated on 2018.04.09
<br />GA FILE NO. Asw 0810 PROPRIETARY* Z HOUR 65 to 69 STC
<br />FIRE SOUND
<br />GYPSUM PANEL PRODUCTS, STEEL H STUDS
<br />Two layers 1' x 24 proprietary type x gypsum panels inserted between floor and y
<br />(coiling NL8} runnels with steel H stud between adjacent pairs of gypsum panels, �`/
<br />A 314" minimum air space must be maintained between steel components and -_ - _ - _ � },'y(`
<br />adjacent framing (as Indicated by dashed lines in Sketch). As an alternate to t
<br />an air space, the steel components are covered with 6" wide battens of 112"
<br />PROVIDE 2x BLOCKING W/ (2) 12d type x gypsum wallboard or full sheets of 1/2" type X gypsum wallboard
<br />screw attached to the steel components. - - - - - - - y ,)� > v
<br />NAILS EA. END BETWEEN Sound tested with 2 x 4 stud wall faced with 1/2' regular gypsum wallboard each
<br />TRUSSES side of assembly and 3-1/2" glass fiber in stud space on both sides. A
<br />4'-0" FROM SEPARATION WALL. Height limitation 68 feet.
<br />SOLID BLOCKING BETWEEN
<br />TRUSSES TO BOTTOM SIDE OF PROPRIETARY GYPSUM PANEL PRODUCT Thickness: 3-1/2" (Fire)
<br />PLYWOOD. BLOCK MUST BE 11-314'(Sound)
<br />"PITCH CUT" (SEE ELEVATIONS) Georgia-Pacific Gypsum LLC......... . ......... ......1" DensGiassO Sha{Nlner Approx. Weight: 95psf
<br />TO PROVIDE AS MUCH CONTACT Fire Test WHI496-129a,11-1s-94:
<br />AS POSSIBLE TO UNDER SIDE ITS Design GPNVA 120-04,
<br />OF ROOF DECK. ALL JOINTS WHI
<br />-169 .5,
<br />AROUND BLOCKING MUST BE
<br />CAULKED WITH APPROVED FIRE 1-28&30�1%-,
<br />CAULKING. ITS 3160814GQQ•002,
<br />8-30- ;
<br />ULR2717, 04NK03115,
<br />&18.04, UL Design U373
<br />SEE PLAN Sound Test RALTL10-291,8-31-10
<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"=1'-0"
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural
<br />plans and specifications contained within these
<br />drawings comply with the 2020
<br />Florida Building Code -
<br />Residential
<br />7th Edition. Engineer's signature and seal is only for
<br />the structural
<br />engineering portions of the drawing pages bearing
<br />Engineer's
<br />signature and seal.
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<br />NO: 22-08387-08382
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />8.1
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