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<br />DO NOT BREACH
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<br />IT BREACH
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<br />NON -VENTED SOFFIT
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<br />PROFILE OF ROOF
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<br />- _ _
<br />BEYOND
<br />- - - - = - -
<br />ROOF SHEATHING TYP.
<br />---=---=- ----
<br />-
<br />2x6
<br />- = - -
<br />-
<br />SUB -FASCIA
<br />EXTEND THE (2) LAYERS
<br />.. -
<br />OF 1" THICK USG GYP.
<br />-
<br />- - -
<br />WALLBD. LINER PANELS
<br />OF 2-HR. WALL INTO
<br />SOFFIT AREA
<br />2 2 Hour Fire Resistant Soffit
<br />1
<br />SCALE: 3/4"=V-0"
<br />Attic Ventilation
<br />ATTIC VENTILATION CALCULATIONS
<br />Attic Ventilation to be in compliance with the Florida Building Code 7th Edition
<br />ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED
<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 />1 /150 Rule 1 /300 Rule Ridge Vent Amt
<br />but no more than 50% of the required ventilation is provided in the upper portion of
<br />(No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off -Ridge Amt.
<br />the space to be ventilated. Upper ventilators shall be located no more than 3 feet
<br />Req.)
<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 />Total Ventilation
<br />Provided by
<br />-CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN**
<br />ATTIC
<br />Upper
<br />(Values to be verified with Manufacturer Specifications)
<br />SPACE SQ. FT. Total SQ. SQ. FT. SQ. of Ventilators
<br />•.OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT
<br />SQ. IN. of of ventilation to
<br />i
<br />of vented IN. of SQ. IN. of SQ. IN. of (SeeElev)
<br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT.
<br />ventilation vented be provided
<br />soffit ventilation Ventilation Ventilation
<br />• STUCCO SOFFIT VENTS - 126 SQ, IN. OF NET FREE AREA / SQ. FT.
<br />required needed required soffit by upper
<br />*If not enough vented soffit is provided due to fire protection, the contractor shall use the
<br />needed ventilators
<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) 19 = Linear Ft. of Deck -Air Needed)
<br />Main
<br />0.0 2.0
<br />Floor
<br />901 865 124 432 31 216 276.0
<br />(Zone 1)
<br />0.0 276.0
<br />Main Floor
<br />0.0 2.0
<br />(Zone 2)
<br />1010 970 139 485 35 242 276.0
<br />0.0 276.0
<br />Upper Floor
<br />0.0 2.0
<br />(Zone 3)
<br />1008 968 138 484 35 242 276.0
<br />0.0 276.0
<br />Upper Floor
<br />0.0 0.0
<br />(Zone 4)
<br />110 106 15 53 4 26 0.0
<br />0.0 0.0
<br />Upper Floor
<br />0.0 0.0
<br />108 104 15 52 4 26 0.0
<br />(Zone 5)
<br />0.0 0.0
<br />Upper Floor
<br />0.0 0.0
<br />62 60 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
<br />BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL.
<br />Design No. U905
<br />April 09, 2018
<br />Bearing Wall Rating - 2.H R.
<br />MenMuaring Wall Rating - 2 MR
<br />This design was evaluated using a toad design method other than the Limit States Design Method fa a., working Stress Design
<br />Method). For jurk;dkct lemploying the Limit states Design Method, such as Canada, a load restriction factor shall be used - See
<br />Guide BXUV or BXUv7
<br />* Indicates such products shall bear the OIL or CUL Certif icat lon Mark for ju risdictie ns employing the UL -or CUL Cartif ication (such
<br />asicarade), respectively.
<br />'
<br />TT
<br />'}l.
<br />tlj IQ a :A aef, jjp a
<br />' t 4 7; i lion o@iQk Section
<br />1. Concrete Blacks* -Various designs, Classification D-2 (2 hr).
<br />See Concrete Blocks category for list of eligible manufacturers.
<br />2. Mortar - blocks laid in full bed of mortar, nom. 318 In, 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 (proportioned by volume) and not more than 50 percent hydrated lime (by
<br />cement volume). Vertical joints staggered.
<br />3. Portland cement Stucco or Gypsum Plaster - Add 1/2 hr to classification if used. where combustible members are
<br />Ramed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. classification of 1-1/2 hi.
<br />Attached to concrete blocks (Item 1).
<br />4 Loose Mason Fill - f all cores aces are filled with loose ch expanded slag, expanded clay or shale Rotary Kiln
<br />f
<br />rY P Y 9, P Y { P
<br />mate repellant ermicuite soot fill insulation or silicone treated eriite loose fill insulation add 2 hr to
<br />Process), r P v ma Y I P
<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 CORP - "EnergyShleld Pro vilall Insulation", "EiergyShleld Pro 2 wall Insulation", EnergyShleld CGF
<br />Pro and Energy5hleld Ply Pro
<br />CARLISLE COATINGS & WATERPROOFING INC - Type R2+ SHEATHE
<br />FIRESTONE BUILDING PRODUCTS CO L L C - "Enver e " CI Foil Exterior wall Insulation" and "Enver e " CI Glass
<br />g 9
<br />Exterior Wall Insulation"
<br />HUNTER PANELS - Types Xci-Class A, Xci 286
<br />RMAX OPERATING L L C - "TSX-a5D0", 'TSX-8510", "Thermasheath-XP", "ECOMAXcl', "Thermasheath-3",
<br />"Dw asheatfi-3"
<br />DOW CHEMICAL COT' es Thermax Sheathing, hermax Light Du Insulation. Thermax Heavy out,, Insulation.
<br />THE L O h h n T t
<br />/P 9. 9 Duty Y
<br />Thermax Metal Building Board, Thermax White Finish Insulation Thermax ci Exterior Insulation Thermax XARMOR ci
<br />Exterior Insulation. Thermax IH Insulation, Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HOP) and TUFF-R"' ci
<br />Insulation.
<br />SA. Bnildinrg Units -As an alternate to Items. S. min. 1-in thick polyisocyanurate composite foamed plastic Insulation
<br />boards, nom. 48 by 48 or 95 in.
<br />RMAX OPERATING L L C - "Thermasheath-SI", "ECOBA5EW, "ThermaSase-CI"
<br />Indicates such products shall bear the UL or cULCertNlcation Mark for jurisdictions employing the UL or cUL Certification
<br />(such as Canada), respectively.
<br />ast Up .isjj on 2018.04-09
<br />GA FILE NCI. A rVtV 0810 PROPRIETARY* 2 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
<br />ceiling runners with steel H stud between adjacent pairs of gypsum panels. )
<br />(NLB)
<br />R 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 space, the steel components are covered with 6` wide batters of 1/2"
<br />PROVIDE 2x BLOCKING W/ (2) 12d
<br />type x gypsum wallboard or fun sheets of 1/z" type x gypsum wallboard - - - -
<br />NAILS EA. END BETWEEN
<br />screw attached to the steel components. i )
<br />TRUSSES
<br />Sound tested with 2 x 4 stud wall faced with 1/2" regular gypsum wallboard each
<br />side of assembly and 3-1/2" glass fiber in stud space on both sides.
<br />4'-0" FROM SEPARATION WALL.
<br />Height limitation 68 feet. i- --
<br />SOLID BLOCKING BETWEEN
<br />TRUSSES TO BOTTOM SIDE OF
<br />PROPRIETARY GYPSUM PANEL PRODUCT
<br />PLYWOOD. BLOCK MUST BE
<br />Thici(ness: 3-V (Fire)
<br />"PITCH CUT" (SEE ELEVATIONS)
<br />11-314"(Sound)
<br />Georgia-Pacific Gypsum LLC....................................... 1" DensGlass@ Shaftiiner Approx- Weight: 9.5 psf
<br />TO PROVIDE AS MUCH CONTACT
<br />Fire Test WH1495-1290, 11-15-94;
<br />AS POSSIBLE TO UNDER SIDE
<br />fTSDesign GPNVA120U4;
<br />OF ROOF DECK. ALL JOINTS
<br />WHI
<br />AROUND BLOCKING MUST BE
<br />WHI495-1295, 0744$;
<br />CAULKED WITH APPROVED FIRE
<br />1-28& 30-86;
<br />CAULKING.
<br />ITS 3160814COQ-002,
<br />8.30-08;
<br />UL R2717, 04NK03115,
<br />SEE PLAN
<br />B-1B-04, UL Design U373
<br />Sound Test: RALTLI0-291.8-31-10
<br />TOP OF PLATE
<br />FIRE CAULK EDGES -
<br />AT EACH SIDE
<br />DBL. 1x PT NAILER
<br />1/2" GYP. WB.
<br />•d
<br />1 Hour Separation Wall
<br />SCALE: 3/4"= V-0"
<br />*REFER TO STRUCTURAL DETAILS FOR
<br />ADDITIONAL INFORMATION.
<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)
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within
<br />these
<br />drawings comply with the 2020 Florida Building Code
<br />-
<br />Residential 7th Edition. Engineer's signature and seal
<br />is only for
<br />the structural engineering portions
<br />of the drawing pages bearing
<br />Engineers signature and seal.
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<br />JOB
<br />NO: 23-12160-12165
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />8.1
<br />-- _ - --- - - - -- - - - - - I IT
<br />Ind -. ___T_ I --- 1- - - -�
<br />
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