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<br />NON -VENTED SOFFIT
<br />SEE DETAIL 55/D-1 FOR
<br />INFORMATION ON FIRE
<br />BLOCKING @ EAVE
<br />iN =
<br />4:12
<br />INCH
<br />0
<br />0
<br />a
<br />4:12
<br />PITCH
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<br />I
<br />1 4:12
<br />PITCH 1
<br />FIRE RESISTANT
<br />PLYWOOD LOCATION.
<br />DO NOT BREACH
<br />NON -VENTED SOFFIT
<br />2
<br />IN
<br />4'-0"
<br />NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT
<br />1
<br />1
<br />1
<br />SEE DETAIL 55/D-1 FOR
<br />SEE DETAIL 551D-1 FOR
<br />SEE DETAIL 55/D-1 FOR
<br />SEE DETAIL 55ID-1 FOR
<br />INFORMATION ON FIRE
<br />INFORMATION ON FIRE
<br />INFORMATION ON FIRE
<br />INFORMATION ON FIRE
<br />BLOCKING @ EAVE
<br />I
<br />BLOCKING @EAVE
<br />I
<br />BLOCKING @EAVE
<br />I
<br />BLOCKING @ EAVE
<br />N_ =
<br />2
<br />N_ _
<br />2
<br />N_ =
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<br />C-4 =
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<br />D1
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<br />FIRE RESISTANT
<br />FIRE RESISTANT
<br />FIRE RESISTANT
<br />FIRE RESISTANT
<br />PLYWOOD LOCATION.
<br />PLYWOOD LOCATION.
<br />PLYWOOD LOCATION.
<br />PLYWOOD LOCATION.
<br />DO NOT BREACH
<br />DO NOT BREACH
<br />DO NOT BREACH
<br />DO NOT BREACH
<br />4'OFF RIDGE VENT 4' OFF RIDGE VENT
<br />_
<br />N_
<br />4:12
<br />PITCH
<br />12
<br />SEE DETAIL 55/D-1 FOR
<br />INFORMATION ON FIRE
<br />BLOCKING @ EAVE
<br />NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT
<br />F4r,, A FIFA VA
<br />4'OFF RIDGE VENT 4' OFF RIDGE VENT
<br />12
<br />4:12
<br />- - PITCH
<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 />4:12
<br />4:12
<br />I PITCH
<br />1 2
<br />SEE DETAIL 55/D-1 FOR
<br />INFORMATION ON FIRE
<br />BLOCKING @ EAVE
<br />4'
<br />1
<br />M;
<br />NON -VENTED SOFFIT
<br />SEE DETAIL 551D-1 FOR
<br />INFORMATION ON FIRE
<br />BLOCKING @ EAVE
<br />N=
<br />4:12
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<br />FIRE RESISTANT
<br />PLYWOOD LOCATION.
<br />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 />2 Hour Fire Resistant Soffit
<br />SCALE: 3/4"= V-0"
<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 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 />Ai, .7
<br />FIRE CAULK EDGES
<br />AT EACH SIDE
<br />ad
<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 Anal,
<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 0.0 2.0
<br />1010 970 139 485 35 242 276.0
<br />(Zone 2)
<br />0.0 276.0
<br />Upper Floor 0.0 2.0
<br />1008 968 138 484 35 242 276,0
<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 />(Zone 5) 62 60 9 30 2 15 0.0
<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 />Resign No. U905
<br />April 09, 201-8
<br />gearing Wall Rating- 2Hit.
<br />Nanhimring Wa0 Rating - a HR..
<br />This design wales a: ol"atad using a load design method other than the Limit, 5tatas Design Method co a., Working stress:Design
<br />method). For jurisdicdions' airi pkbying the Liurh States.DOsigrl MOthad, such as Canada; aload raslricuan factorshall be used - See
<br />:Guide WWV ctEXUW
<br />*Indicatessuch. products shall. bear the UL or cuL Certification Mark forjucisdii:tiansampfoyfng the UL or CUL Certification (such
<br />`aaCanadaj,; restectively.
<br />1
<br />i.# I , T5'8" mIN.
<br />i t, 4iIr3('i et.,i � 9 3
<br />i � � i-idrirCihtttk $@Cil✓�(T
<br />1. Coe -Ali Blocks*-Vari6wsawigns. Classification Q�2_(2h )•
<br />see Cantrate Blocks oategory fair list of eligible manufacturers.
<br />2. Mortar �- Blocks: laid In full bed of mortar; nom. 3/8 Irk. 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(pro iortloned'by volume) and not more than So percent hydrated lime (by
<br />cement volume). vertical joints staggered
<br />3 Partin ad Come at Sta"a or Gypsum Plaster - Add. 112 hr to Classificatlan if used. Where combustible members are
<br />Flamed:.in Wall, plaster of stucco must be applied on the face oppaslteframing toahleve'a max. Classification of 1-1/2hr.
<br />Attaches tai eoncrete blocks (Item i)
<br />4. Loose f4aaonry Fill - if all core spaces are filled with [case City expanded slag, expanded. clay or shale (Rotary Kiin
<br />Process), crater repellant vermiculite masonry fill insulation, orsillcone treated perike bosefill insulation add 2 hr to
<br />classification.
<br />S. Foamed Plastic- - (Optional Not shown) - 1-1/21n. thick max, 4 ft wide -sheathing attached to concrete blocks.
<br />(Item 1).
<br />ATLAS ROOFING, CORP - "Er ergyshield Pro Wall Insulation", "€nergyshleld Pro 2 wall Insulation", EnergyShold CGF
<br />Pro and Energy5hield Ply Pro::.
<br />CARLISLE COATINGS & WATERPROOFING INC - Type R2+ SHEATHE
<br />FIRESTONE BUILDING PRODUCTS CO L L C - "Enverge " CI Foil Exterior wall Insulation" and "Enverge " CI Glass
<br />Exterior wa II Insulation"
<br />HUNTER PANELS - Types Xcl-Glass A, Xcl 286
<br />RMAX OPERATING L L-C-'TSX-85D0", 'TS%-8530",. "tnermasheath-XP", "ECOMAXci", 'Tharmasheath-3",
<br />"Durasheath-3"
<br />THE DOW CHEMICAL CO Types Thermax sheathing, Thermax Light Duty insulation, Thermax Heavy Duty Insulation,
<br />Thermax Metal Building Board, Thermax White Finish Insulation;.Thermaxci Exterior Insulation, Thermax XARMOR d
<br />ExteriorInsulation, Thermax IH Insulation, Thermax Plus Liner panel,, Thermax Heavy Duty Plus (HDP) and TUFF.R'" cl
<br />insulation
<br />5A. Building Units - As an alternate to items 5, min, i-in thick. polyisoeyanurate composite foamed plastic insulation
<br />boards; now. 48by 48 or 96. in.
<br />RMAX OPERATING L L C-'Thermasheath-SI", "ECOBASEci", 'ThermaBase-ci"
<br />Indicates such products shall bear the UL orpULCortification Mark for jurlsdictions employing the UL or cUL Certification
<br />- (such as Canada); respectively. -
<br />InI.QWi9k on 2018-04:09
<br />GA FILE NO. ASW 48it7
<br />PROPRIETARY*
<br />2 H4UR 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
<br />}}
<br />celfing runners with steel H stud between adjacent pairs of gypsum panels.
<br />I ;�+,
<br />(NLB)
<br />R 314 minimum air space must be maintained between steel components
<br />- - - - - - -
<br />and
<br />adjacent framing (as indicated by dashed tines in sketch). As an alternate to
<br />-
<br />an air space, the steel components are covered with 6" wide battens of 1/2"
<br />PROVIDE 2x BLOCKING W/ (2) 12d
<br />type x gypsum wallboard or full sheets of iz type x gypsum wallboard
<br />NAILS EA. END BETWEEN
<br />screw attached to the steel components,
<br />p
<br />/f
<br />TRUSSES
<br />Sound tested with 2 x 4 stud wall faced with 112" regular gypsum wallboard each
<br />side of assembly and 3-112" glass fiber in stied space on both sides.
<br />f
<br />4'-0" FROM SEPARATION WALL.
<br />Height limitation 68feet.
<br />- -
<br />SOLID BLOCKING BETWEEN
<br />TRUSSES TO BOTTOM SIDE OF
<br />PROPRIETARY GYPSUM PANEL PRODUCT
<br />PLYWOOD. BLOCK MUST BE
<br />Thickness: 3 i/2 (Fire)
<br />"PITCH CUT" (SEE ELEVATIONS)
<br />11-3/4"(Sound)
<br />Georgia-Pacific Gypsum LLC....................... ...... ........ V Densolasse Shaftliner Approx. Weight: %5 psI
<br />TO PROVIDE AS MUCH CONTACT
<br />Fre Test WH149&1297,111-15.94;
<br />AS POSSIBLE TO UNDER SIDE
<br />ITS Design GPNVA12o-�
<br />OF ROOF DECK. ALL JOINTS
<br />149-61129!
<br />AROUND BLOCKING MUST BE
<br />w � i;
<br />CAULKED WITH APPROVED FIRE
<br />1-28&30-56;
<br />CAULKING.
<br />ITS 31 W814CoQ-0QZ
<br />8.30-08;
<br />UL R2717, 04Ni 03115,
<br />SEE PLAN
<br />8-1&.04, ULDesign U373
<br />SoimdTest: RALTLIO-291,8-31-YO
<br />TOP OF PLATE
<br />TYPE "S" MORTAR
<br />(TYP.)
<br />8" CONIC. 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 7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />NO : 22-02407-02402
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />8.1
<br />
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