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<br />SEE DETAIL 55ID-1 FOR
<br />INFORMATION ON FIRE
<br />BLOCKING @ EAVE
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<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
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<br />1
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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 />Byl
<br />SEE DETAIL 55ID-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
<br />BLOCKING @ EAVE
<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 />or
<br />DO NOT BREACH
<br />DO NOT BREACH
<br />DO NOT BREACH
<br />cD
<br />4' OFF RIDGE VENT 4' OFF RIDGE VENT
<br />4' OFF RIDGE VENT 4' OFF RIDGE VENT
<br />4 OFF RIDGE VENT 4' OFF RIDGE VENT
<br />4' OFF RIDGE VENT 4' OFF RIDGE VENTOF
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<br />I H = 1 4:_12 - PTICH PITPITH - < 4:12 1 = PICTHI
<br />T 2 PITCH I I I PITCH oer
<br />---- -- L---- -----1 --- ----
<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 55ID-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.- ROOF SHEATHING TYP.
<br />SUB -FASCIA
<br />7.
<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 />a -OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT
<br />a SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT.
<br />a -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 />a LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA I 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 />DEL. 1x PT NAILER
<br />1/2" GYP. WEI
<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 />RidgeVentAmt
<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 />SEl
<br />(See ev
<br />( )
<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
<br />(Zone 3) 276.0
<br />0.0 276.0
<br />Upper Floor 110 106 15 53 4 26 0.0 0.0 0.0
<br />(Zone 4)
<br />0.0 0.0
<br />Upper Floor 108 104 15 52 4 26 0.0 0.0 0.0
<br />(Zone 5)
<br />0.0 0.0
<br />Upper Floor 62 60 9 30 2 15 0.0 0.0 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 09, 2018
<br />Bearing wall Rating - a R.
<br />NDnbeariilg wall Rating - 2 MR
<br />This design wasevaluated using.a load design method other than the Limit states Design Method (e.g., working stress Design
<br />Method). For jurisdictions employing the Limit states Design Method, such as -Canada, a load restriction factor shall be used - sag
<br />Guide BXUV or BXUV7
<br />* Indicates such prod uets shall bear the UL or cUL certification Mark for jurisdictions employing the UL or cUL Certification (such
<br />as Canada), respectively.
<br />3�-W� b.--,Iin, °'- �;a '. ,`' •?},,� �`�``��¢�-,,1-i I
<br />7-51 MIN.
<br />�4
<br />+ Horizontal
<br />1. C6 ncrate Blacks* - Various. designs. Classification D-2 (2. hr).
<br />see Concrete Blodra 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 />Ilea n sharp sand to 1 part Portland cement (proportioned by volume) and not more than So 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 />framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max, Classification or 1-1/2 hr.
<br />Attached to concrete blocks (Item 1),
<br />4. Loose Masonry Fill - If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln
<br />Process), crater repellant vermiculite masonry fill insulation, or silicone treated pedite loose fill insulation add 2 hr to
<br />classification.
<br />5. Fos med 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 - "Energy5hleld Pro Wall Insulation", "Energy9hield Pro t Wall Insulation", EnergyShleld CGF
<br />Pro and EnergyShield. Fly Pro
<br />CARLISLE COATINGS & WATERPROOFING INC - Type R2+ SHEATHE
<br />FIRESTONE BUILDING PRODUCTS CO L L C - "Enverge * Cr 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", "r5X-8510", "Thermas heath-XP", "ECOHAXci", "Thermasheath-3",
<br />"Dwasheath-3"
<br />THE DOW CHEMICAL CO -Types Thermax sheathing, Thermax Light Duty Insulation; Thermax Heavy Duty Insulation,
<br />Thermax Metal Building Boa rd: Thermax white Finish Insulation, Thermax ci Exterior Insulation, Themrax XARMDR ci
<br />Exterior Insulation. Thermax IH Insulation, Thermax Plus Liner Panel, Thermax Heavy: Duty Plus (HDP) and TUi ci
<br />Insulation
<br />5A. Building Units -As an alternate to Items 5, min, 1•in thick polyisocyanurate composite foamed plastic insulation
<br />boards, nom. 48'by 48 or 90 in.
<br />RMAX OPERATING L L C-'Thermasheath-SI", "ECOBASEci", "ThermaBase-CI"
<br />* Indicates such products shall hear the UL or cUL Certification Me rk for Jurisdictions employing the UL or cUL Certification
<br />(such as Canada), respectively.
<br />Last Undatrd on 2018.04-N
<br />GA FILE NO, ASW 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 />(NILS)
<br />minimum air space must be m2tnta nod 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 1/2`
<br />PROVIDE 2x BLOCKING W/ (2) 12d type X gypsum wallboard or full 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. t J
<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 11-3/4"(Sound)
<br />"PITCH CUT" (SEE ELEVATIONS) Georgia-Pacific Gypsum LLC......................_............... 1" Der1SGIBSS Shaitfiner Approx. Weight- 9.5 par
<br />TO PROVIDE AS MUCH CONTACT Fire Test WHI495-129C, 11-16-94;
<br />AS POSSIBLE TO UNDER SIDE ITS Design GPNVA 120-04;
<br />OF ROOF DECK. ALL JOINTS WHI495-1295, 3-154e5;
<br />AROUND BLOCKING MUST BE WH1495-0743ao744,
<br />CAULKED WITH APPROVED FIRE 1-28$3G-86;
<br />CAULKING. ITS 3160814COQ-OOZ
<br />6-30-08;
<br />UL R2717, 04NK03115,
<br />8-18-04, 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 - STANDARD (STD
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<br />To the best of the Engineers 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
<br />signature and seal is only for
<br />the structural engineering portions
<br />of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />NO: 23-12154-12159
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />8.1
<br />
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