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<br />NON -VENTED SOFFIT
<br />SEE DETAIL 55/0-1 FOR
<br />INFORMATION ON FIRE
<br />BLOCKING @ EAVE
<br />1 \4:12 77 U
<br />ITCH
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<br />0
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<br />4:12
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<br />FIRE RESISTANT
<br />PLYWOOD LOCATION.
<br />DO NOT BREACH
<br />NON -VENTED SOFFIT
<br />Attic Ventilation
<br />ATTIC VENTILATION CALCULATIONS
<br />Attic Ventilation to be in compliance with the Florida Building Code 7th Edition
<br />(2020) Residential R806.
<br />ATTIC VENTILATION REQUIRED
<br />UPPER VENTILATION PROVIDED
<br />The Minimum net free ventilating area shall be 1/150 of the area of the vented
<br />4'-0" J 4'-0" J 4'-0" J 4'-0" 01 4'-0" 4'-Ou 11 4'-0" 0 4--0" 0 J 4'-0" 1- 4'-0" J
<br />4- 4.
<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 />he space to be ventilated. Upper ventilators shall be located no more than 3 feet
<br />1/150 Rule
<br />(No Upper Ventilators
<br />Req.)
<br />1/300 Rule
<br />(Must Provide Upper Ventilators)
<br />Ridge Vent Amt
<br />(Ft.)
<br />Off -Ridge Anit,
<br />-NON-VENTED SOFFIT NON -VENTED SOFFIT -NON-VENTED SOFFIT NON -VENTED SOFFIT - NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT -NON-VENTED SOFFIT
<br />NON -VENTED SOFFIT- NON -VENTED SOFFIT-
<br />SEE DETAIL 55/D
<br />SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1FFOR SEE DETAIL 55/D-1 FOR -1 FOR SEE DETAIL 55/D-1 FOR
<br />L
<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 />ATTIC
<br />SPACE
<br />Total Ventilation
<br />Provided by
<br />Upper
<br />Ventilators
<br />(See Elev)
<br />SQ. IN. of
<br />ventilation
<br />required
<br />SQ. FT.
<br />of vented
<br />soffit
<br />needed
<br />Total SQ.
<br />1114. of
<br />ventilation
<br />required
<br />SQ. FT.
<br />of
<br />vented
<br />soffit
<br />needed
<br />SQ. IN. of
<br />ventilation to
<br />be provided
<br />by upper
<br />ventilators
<br />SQ. IN. of
<br />Ventilation
<br />SQ IN. of
<br />Ventilation
<br />-CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN-
<br />(Values to be verified with Manufacturer Specifications)
<br />s OFF -RIDGE VENTS 138 SQ, IN. OF NET FREE AREA I UNIT
<br />s SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT.
<br />STUCCO SOFFIT VENTS - 126 SQ� IN. OF NET FREE AREA I 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]i - 9 SQ. IN. OF NET FREE AREA / FT.
<br />INFORMATION 0 INFORMATION ON FIRE INFORMATION ON FIRE
<br />FIRE]
<br />-1 INFORMATION ON FIRE N FIRE INFORMATION ON FIRE
<br />-Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Linear Ft. of Deck -Air Needed)
<br />4 N�
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<br />FIRE RESISTANT
<br />FIRE RESISTANT
<br />FIRE RESISTANT
<br />FIRE RESISTANT
<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 />:12
<br />IT(
<br />� OFF RIDGE VENT 4'OFF RIDGE VENT
<br />4'OFF RIDGE VENT 4'OFF RIDGE VENT
<br />4'OFF RIDGE VENT 4 OFF RIDGE VENT
<br />C'q CD C`14 C'4 Q Cq Q
<br />NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT
<br />4:12 10�01r�
<br />RICH
<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 />4:12 >
<br />PITCH
<br />NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT
<br />4:12 N
<br />Q, "C
<br />4:12
<br />PITCH
<br />SEE DETAIL 55/D-1 FOR
<br />INFORMATION ON FIRE
<br />BLOCKING @ EAVE
<br />� E=
<br />0
<br />C-4
<br />4:12
<br />PITCH
<br />A 4:12
<br />PITCH
<br />FIRE RESISTANT
<br />PLYWOOD LOCATION.
<br />DO NOT BREACH
<br />NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT L NON -VENTED SOFFIT
<br />PROFILE OF ROOF TRUSS
<br />BEYOND
<br />7
<br />. 7 . 7 ROOF SHEATHING TYP.
<br />7 7
<br />7 7 2x6
<br />7 SUB -FASCIA
<br />7
<br />EXTEND THE (2) LAYERS _7
<br />OF 1 "THICK USG GYP. -
<br />WALLED. LINER PANELS
<br />OF 2-HR. WALL INTO
<br />SOFFIT AREA
<br />2 Hour Fire Resistant Soffit -
<br />SCALE: 3/4"=V-10"
<br />FIRE CAULK EDGES
<br />AT EACH SIDE_/�
<br />DBIL. lx FIT NAILER
<br />1/2" GYP.
<br />1 Hour Separation Wall
<br />SCALE: 3/4"=V-0"
<br />*REFER TO STRUCTURAL DETAILS FOR
<br />ADDITIONAL INFORMATION.
<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�O 276.0
<br />(Zone 3)
<br />1 1 0.0 276.0
<br />Upper Floor 110 106 15 53 4 26 0.0 0.0 0.0
<br />(Zone 4) 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/SOFFITS AS
<br />REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL.
<br />Design No. U905
<br />Aprl 1 0 9, 2018
<br />Bearing Wall Rating - 2 MR.
<br />Nanbearing wall Rating - 2 MR
<br />This desigin -as evaluated using a load design method other than the Limit Stai Design Method Working i Design
<br />Method). Per jurisdictions employing the Limit States Design Method, such as Canada, a load restriction facti be used - sea
<br />Quids BXUV or R"V7
<br />Indicates such products shali boar the UIL or CUL CartilitatinA Marklor jurisdictlarnA employing tha UL OrCUL Cerlifitallibin (Such
<br />as Ca reds), respectively.
<br />7 i ig� M41,
<br />T.
<br />...........
<br />4 Horizontal, secrion
<br />1, corrMa Blocli - Various designs. Classification D-2 (2 hr).
<br />See Concrete Blocks category for list of eligible manuFacturers.
<br />2. Mortar - Blocks laid in full bed of Mortar, norn. 3/8 in. thick, of not less than 2-1/4 and not 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 lime (by
<br />cement volume). Vertical joints staggered.
<br />3. Portland Cement Stucco or Gypsum Plaster - Add IY2 hr to classification if used. where combustible members am
<br />framed In wall, plaster or stucco must be applied on the face opposite fi anning to achieve a max. Classification of 1-112 hr,
<br />Attached to concrete blacks (Item 1).
<br />4. Loose Ma....y Fill - If .11 car. sp.c.. are filled with [case dry expanded slag, expanded clay or shale (Rotary Kiln
<br />Process), water repellant vermiculite masonry fill insulation, or silicarre treated partite loose fill insulation add 2 hr to
<br />classifica bon.
<br />5. Fee ined 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 - "EnergyShreld Pro Wall Insulation", "EnergyShield Pro 2 wall Insulation', Energy5hield CGF
<br />Pro and EnergyShield Ply Pro
<br />CARLISLE COATINGS & WATERPROOFING INC - 7.pe R2+ SHEATHE
<br />FIRESTONE BUILDING PRODUCTS CO L L C - "Enverge ' C1 Foil Exterior Wall Insulation" and "Enverge I C1 Class
<br />Exterior Wall Insulation"
<br />HUNTER PANELS - Types Xci-Class A, kci 286
<br />RMAX OPERATING L L C - 'TSX-8500", "X-8510", "Thermas heath -XP", 'ECOMAX&', "Thermasheath-3",
<br />'Durash-th-21"
<br />THE DOW CHEMICAL GO - Type. Th.rm.. Sheathing, Thermax Ught Duty Insulation, Thei max Heavy Duty 2nsulatlon,
<br />Thermax Metal Building Boa rd. Thermax White Finish Insulation, The- ci Exterior Insulation, Th.- XARMOR ai
<br />Exterior Insulation, Ther-max IH Insulation, Thermax Plus Liner Panel. Thermax Hea vy Duty Plus (HDP) and TUFF-R1- r!
<br />insulation
<br />5A Snilding Units - As an altemate to Items S. min, 1-m thick polyisocyanumte composite foamed plastic insulation
<br />boards, nom. 4B by 48 or 96 in,
<br />PMAX OPERATING L L C - "Thermasheath-sl', "ECOaASEW, "ThermaEase-Cl"
<br />I Indicates such products shall bear the UL or cut. Certification Me rk for jurisdictions ern ploying the UL or CUL Certification
<br />(such as Canada), respectively.
<br />li§t JL42Led on 2018-04-09
<br />- 7'
<br />M'WWM
<br />GA FILE NO. ASW 0 PROPRIETARY* 2 HOU 65 to 69 STC
<br />817 7=7
<br />0 0 = Ct FIRE SOUND
<br />GYPSUM PANEL PRODUCTS, STEEL H STUDS
<br />an, t"ca
<br />X Vi
<br />X
<br />Twolayers 1" x24" proprietary type XgYPsurn panels �nserted between floor and
<br />ceiling runners with steel H stud between adjacent pairs of gypsum panels
<br />(Nli
<br />,teal components and
<br />A 3/4" minimum air space must be maintained between r - - - - - - - -
<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 1/2" type X gypsum wallboard - - - - - - -
<br />NAILS EA. END BETWEEN screw attached to the steel components.
<br />Sound tested with 2 x 4 stud wall faced with V2" regular gypsum wallboard each
<br />TRUSSES side of assembly and 3-112" glass fiber in stud spare on both sides.
<br />4'-0" FROM SEPARATION WALL. Height limitaliQn 68 reei
<br />SOLID BLOCKING BETWEEN
<br />TRUSSES TO BOTTOM SIDE OF PROPRIETARY GYPSUM PANEL PRODUCT Thickness: 3-1/Z'(Fire)
<br />PLYWOOD. BLOCK MUST BE Georgia-Pacific Gypsum LLC ............. ................ 11-3/4"(Sound)
<br />"PITCH CUT" (SEE ELEVATIONS) 1" Densolasse Shaftliner Approx Weight: 9.5 psf
<br />TO PROVIDE AS MUCH CONTACT Fire Test- WHI 495-1290, 11-15-94;
<br />AS POSSIBLE TO UNDER SIDE ITS Design GPIWA 120,04;
<br />OF ROOF DECK. ALL JOINTS WHI 495-1295,3.1-r-95;
<br />AROUND BLOCKING MUST BE WH 1495-0743 & 0744,
<br />CAULKED WITH APPROVED FIRE 1-28 & 3M6;
<br />CAULKING. ITS 3160814CQQ-OOZ
<br />8-30-08;
<br />ULR2717,04NK03115,
<br />8-18-04. UL Design U373
<br />SEE PLAN Sound Test: RAL TL 10-291, 8-31 -1
<br />TOP OF PLATE
<br />TYPE "Su MORTAR
<br />(TYP.)
<br />8" CONIC. BLOCK
<br />CLASSIFICATION D-2
<br />PER UL U905 i 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 Engineers knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020
<br />Florida Building Code -
<br />Residential 7th Edition. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
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<br />JOB
<br />NO: 23-05719-05724
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />8.1
<br />
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