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<br />SEE DETAIL 55/0-1 FOR
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<br />SEE DETAIL 55/D-1 FOR
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<br />PROFILE OF ROOF TRUSS
<br />BEYOND
<br />s - ROOF SHEATHING TYP.
<br />7 7
<br />-=_-_ 2x6
<br />SUB -FASCIA
<br />EXTEND THE (2) LAYERS f -
<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"=1'-0"
<br />E
<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 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 />I
<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"=1'-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 Vent Amt
<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 />(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
<br />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 2.0 276.0
<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 108 104 15 52 4 26 0.0 0.0 0.0
<br />(Zone 5)
<br />0.0 0.0
<br />Upper Floor 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 BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL.
<br />Design No. U905
<br />April .09, 2018
<br />Bearing Wall Rating-2HIL.
<br />Nanliearip9.Wall Rating - 2 HR
<br />rhk deli n w s valuate usin a g a s d sload deai n method ether thathe Limit states -Design Method Ca.,WorkilnaStra"Dosiero
<br />Method).. for juried➢etrans empkying the Limit Stados.oesign Method, such as Canada, a load restriction }actor shall Na used - sea
<br />Guide. BXUV er BXo V7
<br />* indicatassuch productsshall bearthe UL ar cifl. Cariffieation Mark for ju risdictlorrs employing the UL or CUL Certification (such
<br />as Clarinda), respectivaly.
<br />�- u' • � 17 c - -' 4 - `�?, I
<br />� � .I Ut'I I � � 17 7.5`8" MIN.
<br />I t� I•'l�'Iajtip(VJ.n
<br />4 .1
<br />' f$ NOf«Ont(ik cuECilCtff
<br />1. Concrete Slot, 9- - Various designs, Classification D-2 (2,hr).
<br />See CAncreta Broths category for list of eligible manufacturers.
<br />2. Mortar - Blocks laid In full bed of mortar, nom. 3/e In. thick, of not less than 2 1/4. andnot 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 Ilme (by
<br />cement volume). Vertical joints staggered.
<br />3. Portia nd 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 hi.
<br />Attached to concrete blocks (Item 1).
<br />4, Loose Masonry Fill - If all core spaces are filled v:ith .loose dry expanded slag, expanded day - shale (Rotary Win
<br />Process), water repellant vermiculite masonry fill insulation, or silicone treated pedrte louse fill insulation add 2 hrto
<br />dassiFication.
<br />5. Foa 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 CORP -. "EnergySS eld Pro wall Insulation "EnergyShield Pro 2 Wall Insulation", EnergyShleld. CGF
<br />pro and Energy5hleld Ply Pro
<br />CARLISLE COATINGS & WATERPROOFING INC -Type R2+ SHEATHE.
<br />FIRESTONE BUILDING: PRODUCTSCOL L C - "Enverge " CI Foil Exterior Wall Insulation" and "Enverge " CI Glass
<br />Exterior Wall Insulation"
<br />HUNTER PANELS - Types Xci{lass A, Xci 286
<br />RMAX OPERATING L LC - "TSX-8500",."TSX-8510", "Thermas heath-XP", "ECOMAXW, "Thermasheath-3",
<br />"Durasheath-3"
<br />THE DOW CHEMICAL CO -Types Thermax Sheathing, Thermax Light Duty Insulation. Thermax Heavy out,,, Insulation,
<br />Thermax Metal Building Boa rd. Thermax White. FinishInsulation, Thermax ci Exterior Insulation, Thermax XARMOR'ci
<br />Exterior Insulation. Thermax IH Insulation, Thermax Pius Liner Panel. Thermax Heavy Duty Plus (HDP) and TUFF-R"' cl
<br />Insulation
<br />5A. Building Unite -As an altemate to Items 5. min 1-in thick polyisocyanurate composite foamed plastic insulation
<br />boards, mom 48 by 48 or 96: in
<br />RMAX OPERATING L L C-"Thermasheath-SI", "ECOBASEti", "Thermaease-GI"
<br />* Indicates such products shall bear the UL or Will. Certification Mark for jurisdictions employing the UL or eUL Certification
<br />(such as Canada), respectively,
<br />Last U to on 2018.04-09
<br />ass
<br />ERkmammm
<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 gypsurn panels Inserted between floor and 1
<br />cefEng'eunners with steel H stud betwoian adjacent pairs of gypsum' panels,
<br />(NLIB) y
<br />A 314" 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 hype X gypsum Wallboard or full sheets of 1/2" type X gypsum wallboard
<br />screw attached to the steel components, r r'
<br />NAILS EA. END BETWEEN Sound tested with 2 x 4 stud wall faced with 1/2" regular ,
<br />TRUSSES g gypsum wallboard each
<br />side of assembly and 3-1 /2" glass fiber in stud space on both sides, r 1 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" DensGlasw Shaftliner
<br />( ) Approx. Weight: 9:5 pair
<br />TO PROVIDE AS MUCH CONTACT riireTest WH1495.1290, 11.15.94;
<br />AS POSSIBLE TO UNDER SIDE ITS Design GPNVAI2D-04;
<br />OF ROOF DECK. ALL JOINTS WHI495-1295, 3.1595;
<br />AROUND BLOCKING MUST BE WHI4960743&0744,
<br />CAULKED WITH APPROVED FIRE 1-28 & 30-86;
<br />CAULKING. ITS 3160814e0c1-002,
<br />&-30-08;
<br />UL R2717, 04NK03115,
<br />8 18-04, UL Design U373
<br />SEE PLAN Sound Test- RALTLI0-291,8-31-10
<br />TOP OF PLATE
<br />TYPE "So' 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 9
<br />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
<br />is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
<br />W Epp CS C,4
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<br />JOB
<br />NO : 23-13137-13142
<br />SCALE: AS NOTED
<br />SHEET NO.
<br />8.1
<br />
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