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<br />PROFILE OF ROOF TRUSS
<br />BEYOND
<br />_7 ROOF SHEATHING TYP.
<br />7 �� �
<br />- 2x6
<br />7-
<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 INITO_�
<br />SOFFIT AREA
<br />9
<br />2 Hour Fire Resistant Soffit -
<br />SCALE: 3/4"=V-0"
<br />I
<br />Aftic Ventilation
<br />Attic Ventilation to be in compliance vAth the Florida Building Code 7th Edition
<br />(2020) Residential R806.
<br />The Minimum net free ventilating Brag 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 ventRators shall be located no more than 3 feet
<br />(measured vertically) below the ridgebr highest point of the space, with the
<br />balance of the required ventilation provided by eave or cornice vents.
<br />__I,
<br />—CALCULATIONS BASED ON THE FoLLOWNG VALUES, SEE ROOF PLAN**
<br />(Values to be verified with Manufacturer tpecifications)
<br />• OFF -RIDGE VENTS 138 9Q. IN. OF NET FREE AREA / UNIT
<br />• SOFFIT VENTS 7 Sd. IN. OF NET FREE AREA I SQ. FT.
<br />• STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT.
<br />*If not enough vented soffit is provided dlie to fire protection, the contractor shall use the
<br />following approved vents:
<br />a LOMANCO DECK -AIR (Shingle Roo�, 9 SO. 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. WEI
<br />12
<br />1 Hour Separation Wal'
<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 />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. IN. of
<br />SQ. FT.
<br />Total SQ.
<br />SQ. FT.
<br />of
<br />SQ. IN. of
<br />ventilation to
<br />Upper
<br />Ventilators
<br />ventilation
<br />of vented
<br />IN. of
<br />vented
<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 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) 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 Film 0.0 0.0
<br />(Zone 4) 110 106 15 53 4 26 0.0 0.0 0.0
<br />Upper Floor 108 104 15 52 4 26 0.0 0.0 0.0
<br />(Zone 5) 0.0 0.0
<br />Upper Floor 62 60 9 30 2 15 0.0 0.0 0.0
<br />(Zone 5) 0.0 0.0
<br />-*NOTE'*
<br />GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOIFIFITS AS
<br />REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL.
<br />Design No. U905
<br />April 09, 2018
<br />searriolf wall Rating - 2 MIL
<br />Nglibdbring Whill Rating - 2 MR
<br />This design -as evallushad using a land design method other then the Lhnk Sluldiat Design Mairthad (441, Working Stress, Design
<br />Misithad). Par J.disidleflarus e4niplayllft the Lhnft States Design Method, such as Canada, a load restarldlitan facWtshall be tend - Soa
<br />GuIId6JMatSXUV7
<br />Indicates such Products shelf bear the UL or CUL COARIcation Mark for ju rhidictlams, san~rilif the UL at cUL Certification fauch
<br />Canada), respectively.
<br />IF
<br />cr,
<br />1 7-5' MlIN1.
<br />C=
<br />�54 Horizorktol Section
<br />1. Cis, i Islacha* - Varlout. des igns, classification D-2 (2 hr).
<br />Ban Concrete Stocks category for list of eligible manufacturer&
<br />2. otter -Blocks laid In full bad of mortar, norn. 31B In. thick. of not less than 2-1/4 and not more than 3-1/2 parts of
<br />clean sharp sand to part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by
<br />cement volume). vertical joints staggered.
<br />X Portland C mentStaccoor Gyps so Plaster - Add 1/2 hr to classification If used. Where combustible members are
<br />a a led on the face opposite framing to achieve a max. Classification at 1-1/2 hr.
<br />Attached to concrete blacks (lbam 1).
<br />4 Lao" f4asia"rr Fill - Ifall core spaces am filled with loose dity expanded slag, expanded clay or shale (Rotary Kiln
<br />Process , water repellant vermiculite masonry 511 insulation, orsificone treated perlits loose fill insulation add 2 hr to
<br />classification,
<br />S. Foamed Plastic- - (Optioral-Not Shown) - 1-1/2 In. thick may, 4 ftwide sheathing attached to concrete blocks
<br />(Itern 1).
<br />ATLAS ROOFING CORP - "EnergyShleld Pro Wall Insulation', "Energy5hield Pro 2 Wall Insulation*, EnergyShield CGF
<br />Pro and Energyrhield Ply Pro
<br />CARLISLE COATINGS fia WATERPROOFING INC - Type R2+ SHEATHE
<br />FIRESTONE BUILDING PRODUCTS CO, L L C - "Enverge I C1 Foil Exterior Wall Insulation' and "Enverge I CI Glass
<br />Exterior Wall Insulation'
<br />HUNTER PANELS - Typ-)(cl-Class A, Xcl 286
<br />RMAX OP RATING L L C - 'TSX-8500', "X-8510', -Thennasheatiri-XP", "ECOMAXcl", "Thermathearth-V,
<br />'Duriashealh-T'
<br />THE DOW CHE14KALCO - Types Thermax Sheathing, Thermax Ught Duty Insulation, Therrriax Heavy Duty Insulation.
<br />7hemax Metal Building Board, Thermax While Finish Insulation, Thannax ci Extenor Insulation, Thormax XARMORci
<br />Fxbonor Insulation. Themnax IH Insulation, Thermax Plus Liner Pawl. Thermax Heavy Duty Plus (HOP) and TUFF-Rm ci
<br />Insulation
<br />Sk Building Units -As an alternate to Items 5, min. 1-in thick polpsocyanurate composite foamed plastic insulation
<br />boards, nom. 43 by 48 or 96 In.
<br />RMAX OPERATING L L C - 'Irbermasheath-Sl", *ECOBASEcI", 'rhermaBase-0"
<br />indicates tech product@ shall bear the UL or cUL Certification He rk for Jurbidlictions am ploylog the UL or CUL Certification
<br />(such as Coined&), respectively.
<br />JULULd" on 2018-04-09
<br />GA FILE NO. ASW 0810 PROPRIETARY* 2 HOUR 65 to 69 STC
<br />I L 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 rUnnerB with steel H Md between adjacent pairs of gypsum panels.
<br />(NLB)
<br />A 314" minimum air space must be maintained between steel COMPOnentS and - - - - - - - -
<br />adjacent framing (as indicated by clashed 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 Wit (2) 12d type X gypsum wallboard or full sheets of 112' type X gypsum wallboard - - - - - -
<br />NAILS EA. END BETWEEN screw attedled to the steel components.
<br />TRUSSES Sound tested Mth 2 x 4 Stud Wall faced with 112" regular gypsum wallboard each V,
<br />side of assembly and 3-112" glass fiber in Stud space on both skies.
<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: 3-112"(Fire)
<br />PLYWOOD. BLOCK MUST BE 11-314-(Sound)
<br />"PITCH CUT' (SEE ELEVATIONS) Georgia-Pacific Gypsum LLC ...................... 1- Dens(31asse Shaftliner Approx Weight: 9.5 put
<br />TO PROVIDE AS MUCH CONTACT Fire Test W11-114W11290,111-15-94:
<br />AS POSSIBLE TO UNDER SIDE ITS Design GP/WA 12004;
<br />OF ROOF DECK. ALL JOINTS WHI 495-1296, 3.15-96;
<br />AROUND BLOCKING MUST BE WH149"743&0744,
<br />CAULKED WITH APPROVED FIRE 1-28 & 315-36,
<br />CAULKING. ITS 3160814COQ4=
<br />8-30-08-,
<br />UL R2717,04NK03115,
<br />8-1 B-04. UL Design U373
<br />SEE PLAN Sound Teo: RAL TL 10-291, 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
<br />SCALE: 3/16"=V-0"
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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. Engineel's signature and seal is only for
<br />the structural engineedng portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />NO: 23-13125-13130
<br />SCALE : AS NOTED
<br />SHEE7 NO.
<br />8.1
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