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4'-0" 1. 4'-0"
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<br />SEE DETAIL 55/D-1 FOR
<br />INFORMATION ON FIRE
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<br />SEE DETAIL 55/D-1 FOR
<br />SEE DETAIL 551D-1 FOR
<br />SEE DETAIL 55/D-1 FOR
<br />SEE DETAIL 55/D-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
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<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, J 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
<br />NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT PROFILE of ROOF TRUSS
<br />BEYOND
<br />77 _..--_. ROOF SHEATHING TYP.
<br />--_-_-_-_ --_.. 2x6
<br />.. SUB -FASCIA
<br />EXTEND THE (2) LAYERS - = OF 1" THICK USG GYP. - - -
<br />WALLBD. LINER PANELS
<br />OF 2-HR. WALL INTO
<br />SOFFIT AREA
<br />2 2 Hour Fire Resistant Soffit 1
<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 / SO. 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 />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 />SO. 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 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 0.0 0.0
<br />(Zone 5) 108 104 15 52 4 26 0.0
<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 />Deallign Mot" U905
<br />April 09, 2018
<br />Bearing Wall Rating - 2 HFL ,
<br />Nanbaarittg_4vall Rating - 2 HR.
<br />T'hisdasign was avaluatad using a lead design "find othae than the Linr@ states -Design Method (e.p.,, Woekk% Stream Design
<br />Method)Fariur"ictlans empkiyidg'the Lidtit states Design Method, such as Canada, a load restriction factor shall be..&ad - See
<br />. Guide BXUV a 03NV7
<br />* Indieatassuch products shall bear the ULorCULCertifieMiO,n mar
<br />kfarjurisdictlansemplopidgthe uLorculcsrl'dieatiad (such
<br />ascanaa}, respective#.
<br />fi o i� a u R.,
<br />a
<br />55• IN �-^It
<br />' J .'S lBa irsltv,.
<br />t � t;oroYitol ��ct'it?i't
<br />i, Cade Bodo,* -Various destgns, classification D-2 (2hr).
<br />See Canerete-Soclics category for 1istof :ellgit le manufacturers.
<br />2 Mortar - Blocks laid in full bed of mortar, nom. 3/8 In, thick, of not lass than 2 1/4 and not more than 3-i/2 parts of
<br />clean sharp sand to 1 part Portland cement (proportioned b volume) and not more than 50percent hydrated Irma (by
<br />cement volume). Vertical joints staggered.
<br />3. Portland C Commit Strcep.-or Gypsum Plaster - Add 1/2 hr to classification if used. where combustible members are
<br />framed in wall, piaster or stucco must be applied on the face opposite framing to achieve a max Classification of 1-1/2 hr,
<br />Attached to concrete blocks (Item 1)
<br />4, Loose Masonry Fill -,If all tore spades are filled,avfth lease dry expanded slag, expanded clay or shale (Rotary Kiln
<br />Process), }eater repellant vermiculite masonry fill insulation, or silicone treated,perlite loosefill insulation add 2 hr to
<br />ctassification
<br />5, Foamed Plastle* - (Optional -Not Shown) 1 1/2 in, thick max, 4 ft wide sheathing attached to concrete blocks
<br />(Item i).
<br />ATLAS ROOFING CORP - "Eneigy5h eld Pro Wall Insulation", "EnergyShleld Pro 2 Wall Insulation", EneigyShield. CGF
<br />Pro and Energy'Shield ply Pro
<br />CARLISLE COATINGS & WATERPROOFING INC - Type R2+ SHEATHE
<br />FIRESTONE BUILDING PRODUCTS, CO L L C - "Enver6e" CI:Fail Exterlat Wall Insulation" and "Enverge" CI Glass
<br />Exterior Wall Insulation"
<br />HUNTER PANELS - Types Xcl-Class A; Xcl 2E6
<br />RMAX OPERATING L LC -'TSX 85oQ",. `TSX-95;0;, "Thermasheath-XP", "6COMAXci', "Tharmasheath-3,C,,
<br />'Durasheath-T'
<br />THE DOW CHEMICAL CO -Types Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy out,, Insulation,
<br />Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax XARMOR ci
<br />Extenorimulatioh, Thermax IH Insulation; ThermaxPlusLiner Panel. Thermax Heavy Duty Plus (HDP) and TUFF-R"" cl
<br />Insulation
<br />SA. Building Units - As an alternate to Items 5,, min. 1-In thick polyisocyanurate composite foamed plastic insulation
<br />boards, horn. 48 by 48 or 96 In
<br />RMAX OPERATING L L C-`Thermasheath-BI',, "ECOBASEci", 'Thermo ease-Cl"
<br />*-:Indicates such products shall bear the UL or oULCertificatrgn-Mark larjurisd lotions ern ploying the UL or cUL Certification
<br />(such as Canada), respectively.
<br />Last Uotlated..on 2018-04-09
<br />Run
<br />GA FILE NO. ASW 0810 PROPRIETARY" 2 HOUR 65 to 69 5T'C
<br />FIRE SOUND
<br />GYPSUM PANEL PRODUCTS, STEEL H STUDS
<br />Two layers 1" x24" proprietary type X gypsum panels Inserted between floor and I �
<br />ceiling runrlers with steel H stud between adjacent pairs of gypsum panels. ),
<br />INLB) x i, y '„
<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 1/2"
<br />PROVIDE 2x BLOCKING W/ (2) 12d type x gypsum wallboard or full sheets of V2" type X gypsum wallboard
<br />NAILS EA. END BETWEEN screw attached to the steelcOmponents, f
<br />TRUSSES Sound tested with 2 x 4 stud wall faced with 1/Z' regular gypsum wallboard each
<br />side of assembly and 3-112" glass fiber in stud space on both sides.
<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
<br />"PITCH CUT" (SEE ELEVATIONS) Georgia-Pacific Gypsum LLC........................ Approx. Weight: 9.5 psf
<br />....... 1" DePISQlasse Sheftliner 15psf (Sound)
<br />TO PROVIDE AS MUCH CONTACT Fie Test- WH1495-1290,11-15-94;
<br />AS POSSIBLE TO UNDER SIDE ITS Design GP/WA12004;
<br />OF ROOF DECK. ALL JOINTS WHI495-1295, 3.15.95;,
<br />AROUND BLOCKING MUST BE WHl406-0743&0744,
<br />CAULKED WITH APPROVED FIRE i 1-28&30-ft
<br />CAULKING. ITS 3160814W0-01212
<br />&30-08;
<br />UL R2717, 04NK03115,
<br />8-18-04, UL Design U373
<br />SEE PLAN Soundest: RALTL10-291,&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 - X (ENHANCED
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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. 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 NO: 22-05610-05605
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />8.2
<br />
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