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NON -VENTED SOFFIT
<br />1
<br />SEE DETAIL 55/D-1 FOR
<br />INFORMATION ON FIRE
<br />BLOCKING @ EAVE
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<br />NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT
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<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 />SEE DETAIL 55ID-1 FOR
<br />INFORMATION ON FIRE
<br />INFORMATION ON FIRE
<br />INFORMATION ON FIRE
<br />INFORMATION ON FIRE -�
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<br />PLYWOOD LOCATION.
<br />PLYWOOD LOCATION.
<br />PLYWOOD LOCATION.
<br />PLYWOOD LOCATION,
<br />DO NOT BREACH
<br />DO NOT BREACH
<br />DO NOT BREACH
<br />DO NOT BREACH
<br />4' OFF RIDGE VENT 4' OFF RIDGE VENT
<br />4:12
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<br />SEE DETAIL 55/D-1 FOR
<br />INFORMATION ON FIRE
<br />BLOCKING @ EAVE
<br />NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT
<br />4' OFF RIDGE VENT 4 OFF RIDGE VENT
<br />12
<br />4:12
<br />- - P� ITCH
<br />SEE DETAIL 55/D-1 FOR
<br />INFORMATION ON FIRE
<br />BLOCKING @ EAVE
<br />FIRE RESISTANT
<br />PLYWOOD LOCATION.
<br />DO NOT BREACH
<br />NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT
<br />4' OFF RIDGE VENT 4 OFF RIDGE VENT
<br />4:12
<br />PITCH
<br />SEE DETAIL 55/D-1 FOR
<br />2 INFORMATION ON FIRE
<br />BLOCKING @ EAVE
<br />NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT
<br />4'OFF RIDGE VENT 4'OFF RIDGE VENT
<br />4:12
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<br />1 2
<br />SEE DETAIL 5501 FOR
<br />INFORMATION ON FIRE
<br />BLOCKING @ EAVE
<br />1
<br />/ 2
<br />NON -VENTED SOFFIT
<br />SEE DETAIL 55/D-1 FOR
<br />INFORMATION ON FIRE
<br />BLOCKING @ EAVE
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<br />FIRE RESISTANT
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<br />DO NOT BREACH
<br />NON -VENTED SOFFIT L
<br />NON-VENTED SOFFIT NON -VENTED SOFFIT
<br />PROFILE OF ROOF TRUSS
<br />=_ BEYOND
<br />ROOF SHEATHING TYP.
<br />-_ _-_ 2x6
<br />7. - SUB -FASCIA
<br />EXTEND THE (2) LAYERS -
<br />OF 1" THICK USG GYP. - - -
<br />WALLBD. LINER PANELS
<br />OF 2-HR. WALL INTO
<br />SOFFIT AREA b
<br />:
<br />2 Hour Fire Resistant Soffit
<br />SCALE: 3/4"=V-0rr
<br />Attic Ventilation ATTIC VENTILATION CALCULATIONS
<br />Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED
<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% 11150 Rule 1/300 Rule Ridge VentAmt
<br />but no more than 50% of the required ventilation is provided in the upper portion of (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off"Ridge Amt,
<br />the space to be ventlated.Upper ventilators shall be located no more than 3 feet Req.)
<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. Total Ventilation
<br />Provided by ATTIC
<br />**CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** Upper
<br />(Values to be verified with Manufacturer Specifications) SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of
<br />SQIN. of of ventilation to Ventilators
<br />.
<br />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA /UNIT of vented IN. of SQ. IN. of SQ. IN. of (See Elev)
<br />• SOFFIT VENTS 7 SQ. IN, OF NET FREE AREA / SQ. FT. ventilation vented be provided
<br />• STUCCO SOFFIT VENTS 126 SQ. !N. OF NET FREE AREA / SQ. FT. required soffit ventilation soffit by upper Ventilation Ventilation
<br />*If not enough vented soffit is provided due to fire protection, the contractor shall use the needed required needed ventilators
<br />following approved vents:
<br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT.
<br />"FomTuI& (Sq. Ft, Soffit Needed) x 7 = (Sq. In. Needed) / 9 =(Linear Ft. of Deck -Air Needed)
<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 0.0 2.0
<br />1010 970 139 485 35 242 276.0
<br />(Zone 2)
<br />0.0 276.0
<br />Upper Floor 0.0 2.0
<br />1008 968 138 484 35 242 276.0
<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 0.0 0.0
<br />(Zone 5) 62 60 9 30 2 15 0.0
<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 091, 2018
<br />Rearing Wall Rating:.:_ 2:HR,
<br />NonhofteI g Wall Rating - 2 Hit
<br />This design was avahrated: using a load Assign method other than tha,Limit: Staum Design T4ethad (a.g., Warktng Stress Dasian
<br />Moth"). Par jurisdiet ansampieying the Limn States Design Nethad, such a's Canada, a load restriction fnetorsbali be used seet
<br />Ontde WW V or Rxu Y7
<br />*Indicataa.strch Products, shatlbaa:rthe UtorcnLCartifipatlon Mark4tirimdodittWins.amptoyingtheULarCUL.Cartifimflarl (such
<br />ail CariL+la}, t`espaCkiveiy,
<br />l , II
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<br />I,
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<br />. •
<br />FIRE CAULK EDGES
<br />AT EACH SIDE
<br />DEL. 1x PT NAILER
<br />1/2" GYP. WB.
<br />1 Hour Separation Wall
<br />SCALE: 3/4"=1r-0"
<br />"REFER TO STRUCTURAL DETAILS FOR
<br />ADDITIONAL INFORMATION.
<br />i 4 1,H9riYGntak 'It
<br />1.. Canceate Sloths. - Narrows alas Ign3, ClassifltYtlpn 0-2 (2 hr).
<br />See Cantretra Rlodrs cate0ory for list of eftgihle manufacturers:
<br />2, Mortar - Blacks laid In full bed of mortar; nos. 3/9 In. thick, of not less than 2-114 and not more than 3-1/2,parts of
<br />clean sharp sand to I part Portland deriieltt (proportioned by volume). and not more thah so percent,hydrated ima..(by
<br />cement volume). Vertical joints staggered.
<br />3, Portiand Cement Stucco or Gypeuin Plantar -Add 1/2hr to classification If used. Where combustible mminbers 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 hr.
<br />Attached to concrete blocoi (Item 1).
<br />4, Loase Masonry Fill - trail core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln
<br />Process), water repellant vermiculite masonry fill insulation, orsilieone treated perlite loose fill insulation add 2 hrto
<br />Classification,
<br />5, Foamed Plastto* - (Optlonal Not Shown) - 1-1/21n. thickmax, 4 ft wide sheathing: attached to concrete blocks
<br />(Item 11.
<br />ATLAS ROOFING CORP - 'Energy8hield Pro Wall Insulation', "EnergyShleld Pro:2 wall Insulation', EnergyShield-CGF
<br />Pro and Enemy5hleld Ply Pro
<br />CARLISLE-COATINGS & WATERPROOFING INC-Tyra R24 SHEATHE
<br />PIRESTONE. BUILDING PRODUCTS CO L L C - "EnvergeCI Foll Exterior Wall Insulation' and. "Enverge' Cl Glass.
<br />Sxbe dor wall Insulation"
<br />HUNTER PANELS - TypesXcl-Class A; Xcl 2s6
<br />RMAX OPERATING L L C - '15X•8500", 'TSX-8510",-Thermasheath-xP", "ECOMAXcI", "Thermasheath-3",
<br />' Durasheatli-3"
<br />7HE DOW CHEMICAL CO -Types Thermax Sheathing, Thermax Light Duty insulation.. Thermax Heavy Duty] nsuiation,.
<br />Thermax Metal Building Board, Thermax white Finish Insulation, Thennax ci Exterior Insulation, Thermax XARMOR ci
<br />Exterior Imulatlon. Thermax IN Insulation, Themrax Plus Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF-R"' ci
<br />Insulation
<br />SA. Building units - As an altemate to items S, min, I•in thick polyisoeyanurats composite foamed plasticinsulation
<br />boards, nom. 48 by W or 96 In
<br />RMAX OPERATING L L C - "Thermasheath-sI", "ECOBASEcr, "Thermasase-CI"
<br />* Lndicates oath products %halt hear the UL or 01-Certification Mark Fortorladictions employing the UL or cVL Certification
<br />(such as Canada), respectively.
<br />Last Undated on 2018.04-N
<br />GA FILE NO. ASW Og10
<br />PROPRIETARY"
<br />J
<br />2'HC1lJFiT
<br />L
<br />85 fa 68 STC
<br />-
<br />FIRE
<br />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
<br />y
<br />adjacent pairs of gypsum panels:
<br />INLaj
<br />A 3/4"
<br />minimum air space must be maintained between steel components and
<br />- - - - - - - '
<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 be Of 112"
<br />PROVIDE 2x BLOCKING W/ (2) 12d
<br />type X gypsum wallboard or full sheets of 1!2" typo X gypsum wallboard
<br />- - -
<br />-
<br />NAILS EA. END BETWEEN
<br />screw attached to the steel components.
<br />TRUSSES
<br />Sound tested with 2 x 4 stud wail faced with 1/2" regular gypsum waIlboard each
<br />side Of assembly and 3-1 /2" glass fiber In stud space on both sides.
<br />4'-0" FROM SEPARATION WALL.
<br />Height limitation 68 feet
<br />SOLID BLOCKING BETWEEN
<br />TRUSSES TO BOTTOM SIDE OF
<br />PROPRIETARY GYPSUM PANEL PRODUCT
<br />PLYWOOD. BLOCK MUST BE
<br />3 9f2" (Fire)
<br />"PITCH CUT" (SEE ELEVATIONS)
<br />11414" (Sound)
<br />Georgia-Pacific Gypsum LLG...................... . .......... V DensGiasse Shaftliner APProx- Wes: S,5 psi
<br />TO PROVIDE AS MUCH CONTACT
<br />FseTest WH14W1299,11-15-,94;
<br />AS POSSIBLE TO UNDERSIDE
<br />ITS CeslgnGPNVA12004;
<br />OF ROOF DECK. ALL JOINTS
<br />WHI495-1295,3-15,95;
<br />AROUND BLOCKING MUST BE
<br />WHI 495-0743 & 0744,
<br />CAULKED WITH APPROVED FIRE
<br />126&30.86;
<br />CAULKING.
<br />ITS 3160814GOC1-Q(32,
<br />6-30;
<br />UL R2717, (MNKD3115;
<br />SEE PLAN
<br />8-1$-04, UL Design U373
<br />Sound Test: RALTL10-291,5-31-10
<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
<br />SCALE: 3116"=1 r-0"
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<br />To the best of the Engineer's knowledge, information and belief,
<br />plans and specifications contained within these
<br />the structural P
<br />P
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential
<br />7th Edition. Engineer's slgnature and seal is only for
<br />the structural
<br />engineering portions of the drawing pages bearing
<br />Engineer's
<br />signature and seal.
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<br />JOB
<br />NO : 22-06565-06560
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />8.1
<br />
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