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April 09, 2018
<br />Beering Well Rating - 2 MR
<br />Nonbserbg wag Rating - 2 MR
<br />This design was evaluated ushp a load design ngtlled other than the Lhnk gtatea Dsetgn Msthed (ea., WatitMg Otrese Design
<br />"had). For lurbdletlens ampicying the LknR States Design Mthed, such as Canada, a bad me ricelon faeMr shall be used - gag
<br />GuidaJLVV ar J)3WV2
<br />■ Indicates such produces shall boarthe UL or CUL Certification storkMr jurtadietlam anpbyrng the UL orCUL C eWk& tan (Such
<br />as Canada), raspscuvely.
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<br />4 7 1 T Horizon(ol Section
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<br />1. Cone -0 Bbels• - Various designs, Classification D-2 (2 hr).
<br />sor Concrete Blocks category for list of eligible manufactwers.
<br />son
<br />- Blocks laid In full bed of mortar, nom. )/a In. thick, of not less than 2-1/4 and not more than 3.1/2 parer of
<br />sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by
<br />cement volume). Vertical Joint@ staggered.
<br />3. Portland Cement stucco or aypoun Finisher - Add 1/2 hr to classification a used. Where combustible members are
<br />n-mod In wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classglutlon of 1- 1/2 hr.
<br />Attached to concrete blocks (Item 1).
<br />4. Loose Mason ry Fill - If all core spaces aka filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln
<br />Process), crater repellent vermieulke masonry fill insulation, or silicone treated padits, Iona nil insulation add 2 hr to
<br />classification.
<br />S. Foamed Plastic- - (Optional -Not Shown) - 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks
<br />(tam 1).
<br />ATLAS ROOFING CORP - "EnergyShleld Pro Wall Insulation', 'EnergyBMald Pro 2 Wall Insult lore', Energy5hield COF
<br />Pro and EnengyShkid Ply Pro
<br />CARLISLE COATINGS At WATERPROOFING INC - Type R2+ SHEATHE
<br />FIRESTONE BUILDING PRODUCTS CO L L C - "Enverge I CI Foll Exterior Wall Insulation" and "Enverge ' CI Glass
<br />gxtedor Wall Insulation'
<br />HUNTER PANELS - Types Xcl-Class A, Xcl 286
<br />RMAX OPERATING L L C - 'TSX-8500', 'TSX-8510", 'Thennasheath-XPt , R ', 'BCOMAXchermasheath-3',
<br />'Dumsheath-3"
<br />THE DOW CHEMICAL CO - Types Thermax Sheathing, Thermax Ught Duty Insulation, Thermax Heavy Duty Insulation,
<br />7hermax Metal Building Board, Thennax White Finish Insulation, Thermax ci Exterior Insulation, Thermax )(ARMOR ci
<br />Exterior Insulation, Thamia■ IH Insulation, Thermax Plus Liner Panel, Thermax Has vy Duty Plus (HDP) and TUFF-R"' ci
<br />Insulation
<br />5A. Saildiag Units - As an alternate to Items 5, min. 1-In thick polyisocienurate composite foamed plastic insulation
<br />boards, nom. 48 by 48 or 96 In.
<br />RMAX OPERATING L L C --Thermesheath-51', "ECOBASEW, 'Thermitabr CI"
<br />• Indicate* such Products shall bear the UL or cULCertRlcration Mart forlarbdlettoo ale fiWa0 260 UL or eUL certification
<br />(such so Canada), respectively.
<br />Last Updated on 2018-04-09
<br />GA FILE NO. ASW 0810 PROPRIETARY*
<br />GYPSUM PANEL PRODUCTS, STEEL H STUDS
<br />Two layers 1' x 24" proprietary type X gypsum panels inserted between floor and
<br />ceNrg runners With at" H stud between adjacent pairs of gypsum panels.
<br />(NLB)
<br />A 3/4' minimum air space must be maintained between steel oompolterits and
<br />adjacent framing (as Indicated by dashed finds In sketch). As an BNemate to
<br />an air space, the steel COmponaNg are covered with 6' wide battens of 117
<br />type X gypsum wallboard or full sheets of V2- type X gypsum wallboard
<br />screw attached to the steel components. nun .
<br />Sound test ed with 2 x 4 stud wail faced with 112' regular gypsum wallboard each
<br />side of assembly and 3-1/2" glass fiber in stud space on both sides.
<br />Height limitation 68 feet.
<br />PROPRIETARY GYPSUM PANEL PRODUCT
<br />Georgia-Pacific Gypsum LLC....................................... 1" DensGIessO Shaftliner
<br />kinks IMKITI-n 0AITITIT AIf1AI k/CAITCr1 COCCIT
<br />2 HOUR 65 to 69 STC
<br />FIRE BOUND
<br />A
<br />:( ,)
<br />Thkkness! 3.117 (Fire)
<br />1144" (Sound)
<br />Approx. Weight 9.5 pef
<br />Fire Test: WHI496-1290, 11-15-94;
<br />ITS Design GPNUA 120-04;
<br />WHI495.1214 3.15.95;
<br />WH148b07436 0744,
<br />1-28 8r 30-86;
<br />ITS 3100a14C000R
<br />8.30-06;
<br />UL R2717, 04NK03115,
<br />8-18-04, UL Design U373
<br />Sound Test: RAL TL10-291, 8-31-10
<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 />glues to be verified with Manufacturer Specifications)
<br />(V Pe )
<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 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 />NON -VENTED SOFFIT -' `- NUN-VF-N I W SUFIT I SUFF 1
<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 />PROFILE OF ROOF TRUSS
<br />BEYOND
<br />ROOF SHEATHING TYP.
<br />2X6
<br />SUB -FASCIA
<br />2 Hour Fire Resistant Soffit
<br />SCALE: 3/4"=1'-0"
<br />FIRE CAULK EDGES
<br />AT EACH SIDE "
<br />DBL. 1x PT NAILER
<br />1/2" GYP. WB,
<br />1 Hour Separation Wall
<br />PROVIDE 2x BLOCKING W/ (2) 12d
<br />NAILS EA. END BETWEEN
<br />TRUSSES
<br />4'-0" FROM SEPARATION WALL.
<br />SOLID BLOCKING BETWEEN
<br />TRUSSES TO BOTTOM SIDE OF
<br />PLYWOOD. BLOCK MUST BE
<br />"PITCH CUT" (SEE ELEVATIONS)
<br />TO PROVIDE AS MUCH CONTACT
<br />AS POSSIBLEUN TO ER SIDE
<br />D
<br />OF ROOF DECK. ALL JOINTS
<br />AROUND BLOCKING MUST BE
<br />CAULKED WITH APPROVED FIRE
<br />CAULKING.
<br />SEE PLAN
<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 />SCALE: 3/4"=1'-0"
<br />*REFER TO STRUCTURAL DETAILS FOR
<br />ADDITIONAL INFORMATION.
<br />kinks VCaiTr!r% o/1(_t•IT
<br />01221111
<br />Main
<br />Floor
<br />(Zone 1)
<br />Main Floor
<br />(Zone 2)
<br />ATTIC VENTILATION CALCULATIONS
<br />ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED
<br />1/150 Rule 1/300 Rule Ridge VentAmt
<br />(No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off-RidgeAmt.
<br />Req.)
<br />Total Ventilation
<br />Provided by
<br />ATTIC
<br />Upper
<br />SPACE
<br />SQ. FT.
<br />Total SQ.
<br />SO. FT.
<br />SQ. IN. of
<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 />SO. IN. of
<br />SeeElev
<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 />901 865 124 432 31
<br />886 851 122 425 30
<br />Upper Floor 1012 972 139 486 35
<br />(Zone 3)
<br />216
<br />213
<br />0.0
<br />2.0
<br />276.0
<br />276.0
<br />0.0
<br />276.0
<br />0.0
<br />2.0
<br />--- -
<br />0.0
<br />---
<br />276.0
<br />243
<br />0.0
<br />2.0
<br />-276.0
<br />276.0
<br />0.0
<br />00
<br />20
<br />Upper Floor 1008 968 138 484 35 242 276.0
<br />(Zone 4)
<br />0.0 276.0
<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 />NON -VENTED SOFFIT
<br />reVle-ee-le I LV WWII 11
<br />NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT
<br />ROOF
<br />PLAN
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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
<br />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 />JOB
<br />NO: 22-12568-12561
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />10
<br />
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