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<br />4'-0"
<br />io 4'-0"
<br />10
<br />0 4'-0"
<br />4'-0"
<br />4'-0"
<br />r- 4'-0"
<br />4'-0"
<br />4'-0"
<br />0 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 />NON -VENTED SOFFIT
<br />SEE DETAIL 5511 FOR
<br />1
<br />SEE DETAIL 5501 FOR
<br />1
<br />SEE DETAIL 5501 FOR
<br />1
<br />SEE DETAIL 551D-1 FOR
<br />1
<br />SEE DETAIL 551D-1 FOR
<br />INFORMATION ON FIRE
<br />!
<br />INFORMATION ON FIRE
<br />INFORMATION ON FIRE
<br />INFORMATION ON FIRE
<br />INFORMATION ON FIRE
<br />BLOCKING @ EAVE
<br />BLOCKING @ EAVE
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<br />BLOCKING @ EAVE
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<br />BLOCKING @ EAVE
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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 />4:12
<br />PITCH
<br />4:12
<br />WIC
<br />4' OFF RIDGE VENT R OFF RIDGE VENT
<br />12
<br />4' OFF RIDGE VENT 4' OFF RIDGE VENT
<br />I
<br />4' OFF RIDGE VENT 4' OFF RIDGE VENT
<br />4' OFF RIDGE VENT 4' OFF RIDGE VENT
<br />4:12
<br />4'
<br />4'
<br />1
<br />2
<br />NON -VENTED SOFFIT
<br />SEE DETAIL 50-1 FOR
<br />INFORMATION ON FIRE
<br />BLOCKING @ EAVE
<br />N =
<br />4:12
<br />P1
<br />4:12
<br />. PITCH �
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<br />INCH = 1 4:12 - _ PH PI CTPI CT H - - 4:12 1 = PITCH
<br />I PITCH I ( PH r
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<br />1 2 1 2
<br />FIRE RESISTANT SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR FIRE RESISTANT
<br />PLYWOOD LOCATION. 2 INFORMATION ON FIRE INFORMATION ON FIRE 2 INFORMATION ON FIRE INFORMATION ON FIRE 2 PLYWOOD LOCATION.
<br />DO NOT BREACH BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE DO NOT BREACH
<br />FIRE RESISTANT
<br />NON -VENTED SOFFIT PLYWOOD LOCATION. NON -VENTED SOFFIT NON -VENTED SOFFIT
<br />DO NOT BREACH
<br />NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT
<br />PROFILE OF ROOF TRUSS
<br />NON -VENTED SOFFIT ....... BEYOND
<br />7 7.. - - ROOF SHEATHING TYP.
<br />___- -=_.. 2x6
<br />y - SUB -FASCIA
<br />_ .__
<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 SO. 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 = Linear Ft. of Deck -Air Needed)
<br />FIRE CAULK EDGES
<br />AT EACH SIDE--/-,"
<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 />11300 Rule
<br />Ridge Vent Amt
<br />(No Upper Ventilators
<br />(Must Provide Upper Ventilators)
<br />(Ft.)
<br />OffAidgeAmt.
<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 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 Bev)
<br />required 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 />(Zone 2) 1010 970 139 485 35 242 276.0
<br />0.0 276.0
<br />Upper Floor 0.0 2.0
<br />(Zone 3) 1008 968 138 484 35 242 276.0
<br />0.0 276.0
<br />Upper Floor 0.0 0.0
<br />(Zone 4) IN 106 15 53 4 26 - 0.0
<br />0.0 0.0
<br />Upper Floor 00 0.0
<br />(Zone 5) 108 104 15 52 4 26 :0.0 0.0 0.0
<br />Upper Floor 0.0 0.0
<br />(Zone 5) 62 60 9 30 2 15 0.0 0 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 09, 201e
<br />searinS Wall Rating - 2 HR
<br />Nonbail Wall Rating - 1 HR
<br />Thin design was evaluated using a load design mathed other than the Link States Design Method (sG., Warbling stress Design
<br />Method). For jurladleNons arnployi g the Lbnk Stales Due n teethed, such as Can ads, a bad restriedan factor shall be usad -See
<br />Gu �1LYorItXllYt
<br />• Indkates such products shall boar the UL or cull CmtNkMino Mark for ju risdlctbre srrtpbyrn5 the UL or CUL Cartkkatlon (such
<br />'�} 3��y-- saCanada), ratooeU"y.
<br />-' I nom.• ', .�...»"..,' O ' � .•'"1 I,I �.7 • • '.o •a .0, � [ 4 ��^_�..--.^^-��--�_�.. 4 .-
<br />! 7-�,/8"AKIN.
<br />4 horizontol Section
<br />1. CAI I OkMM* - Various designs. Classification D-2 (2 hr).
<br />See Concrete Stocks category for list of eligible manufacturam
<br />2. Mortar - Blocks laid In full bad of morter, nom. 3/8 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 Time (by
<br />cement volume). Vertical joints staggered.
<br />3. Portland Cement Stucco or Gypsum Plaster - Add 112 hr to classification if used. Where combustible members are
<br />framed In wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 he
<br />Attached to concrete blocks (Item 1)
<br />4. Los" Mesoortr Fill - If all tore spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln
<br />Process), water repellant vermiculite masonry fill Insulation, or silicone treated perllte loose fill insulation add 2 hr to
<br />classification.
<br />S. Foamed Plastic• - (Optional -Not Shown) - 1-1/2 In. thick max, 4 R wide shaMhq attached to concrete blocks
<br />(Item 1).
<br />ATLAS ROOFING CORP - "EnergyShield Pro Wall Insulation", "EnergyShield Pro 2 Wall Insulation", EnergyShleld CGF
<br />Pro and Energ yShield Ply Pro
<br />CARLISLE COATINGS A WATERPROOFING INC - Type FI SHEATHE
<br />FIRESTONE SUI DING PRODUCTS CO L L C - "Enverge" CI Foil Exterior Wall Insulation" and "Enverge'" CI Glass
<br />Exterior Wall Insulation"
<br />HUNTER PANELS - Types Xcl-Class A Xcl 286
<br />RMAX OPERATING L L C - 'TSX-8500", "TSX-8510", 'TMnnasheath-XP", "ECOMAXel", "ThermasheaM-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, Thermax cl Exterior Insulation, Thermax XARMOR cl
<br />Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF -It'" cl
<br />Insulation
<br />SA. Bulldin5 Unite - As an alternate to Items 5, min. 1-in Mick polylsocyanurate composite foamed plastic Insulation
<br />boards, nom. 48 by 48 or 96 in.
<br />RMAX OPERATING L L C - "Thermasheath-5I", "ECOBASEei", "ThermaBase-CI"
<br />e Indicates such products shall bear the UL or cUL Certification Mark for jurledictbns employbg the UL or cUL Certification
<br />(each as Canada), respectively.
<br />Last UEitpQ on 2018-04.09
<br />GA FILE NO. ASW 0810 PROPRIETARY* 2 HOUR 85 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 />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 lines in sketch). As an alternate to
<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 fun sheets of 1/2" type X gypsum wallboard - - - -
<br />NAILS EA. END BETWEEN screw attached to the steel components.
<br />TRUSSES Sound tested With 2 x 4 stud wall faced with 112" regular gypsum wallboard each
<br />side of assembly and 3-1/2" glass fiber in stud space on both sides.
<br />4'1 FROM SEPARATION WALL. Height limitation 68 feet.
<br />SOLID BLOCKING BETWEEN
<br />TRUSSES TO BOTTOM SIDE OF PROPRIETARY GYPSUM PANEL PRODUCT Thickness; 3-117 (Fire)
<br />PLYWOOD. BLOCK MUST BE 11-3/4• (Sound)
<br />"PITCH CUT" (SEE ELEVATIONS) Georgia-Pacific Gypsum LLC...................................... 1" DenSGISI Shaftliner Approx. VVe1ght 9.5 psf
<br />TO PROVIDE AS MUCH CONTACT Fire Test: WHI495.1290, 11.1594;
<br />AS POSSIBLE TO UNDER SIDE ITS Design GPNVA120,D4;
<br />OF ROOF DECK. ALL JOINTS WHI �ao 4a,'
<br />AROUND BLOCKING MUST BE WHI495-o
<br />CAULKED WITH APPROVED FIRE 1-28830.86;
<br />ITS 3160814000-002,
<br />CAULKING. 8-30-08;
<br />UL R2717, 04NK03115,
<br />8-184)4, UL Design U373
<br />rk SEE PLAN Sound Test: RAL TLIO-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 - STANDARD (STD
<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 plans and specifications contained Within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 7th Edition. Engineers signature and seal Is only for
<br />the structural engineering potions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB
<br />NO: 23-00590-00583
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />8.1
<br />
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