NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT
<br />11VII-YL14 I LLJ QVI I I I
<br />I4VP4-VL1)lI LU %JVFFI I
<br />NON -VENTED SOFFIT
<br />IIV14- V Lill I LLJ QVI I I I
<br />ION -VENTED SOFFIT
<br />NON -VENTED SOFFIT -J L- NON -VENTED SOFFIT
<br />PROFILE OF ROOF TRUSS
<br />BEYOND
<br />ROOF SHEATHING TYP.
<br />2x6
<br />- ���__/_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
<br />2 Hour Fire Resistant Soffit
<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 SQ. 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 />o LOMANCO DECK -AIR (Shingle R000 - 9 SQ. IN. OF NET FREE AREA / FT.
<br />**Formula: (Sq. Ft. Soffit Needed) x 7 = (S�. In. Needed) / 9 = (Linear Ft. of Derk-Air Needed)
<br />FIRE CAULK EDGES
<br />AT EACH SIDE
<br />ATTIC VENTILATION CALCULATIONS
<br />ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED
<br />1/150 Rule 1/300 Rule Ridge Vent Amt
<br />(No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) 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 />of vented
<br />IN. of
<br />of
<br />ventilation to
<br />SQ. IN. of
<br />SQ. IN, of
<br />(See Elev)
<br />ventilation
<br />soffit
<br />ventilation
<br />vented
<br />be provided
<br />Ventilation
<br />Ventilation
<br />required
<br />needed
<br />required
<br />soffit
<br />by upper
<br />needed
<br />ventilators
<br />Main
<br />0.0
<br />2.0
<br />Floor
<br />901
<br />865
<br />124
<br />432
<br />31
<br />216
<br />276.0
<br />0.0
<br />276.0
<br />(�Zone 1)
<br />Main Floor
<br />0.0
<br />2.0
<br />(Zone 2)
<br />1010
<br />970
<br />139
<br />485
<br />35
<br />242
<br />276,0
<br />-
<br />0.0
<br />276.0
<br />Upper Floor
<br />0.0
<br />2.0
<br />(Zone 3)
<br />1008
<br />968
<br />138
<br />484
<br />35
<br />242
<br />276.0
<br />0.0
<br />276.0
<br />Upper Floor
<br />0.0
<br />0.0
<br />(Zone 4)
<br />110
<br />106
<br />15
<br />53
<br />4
<br />26
<br />0.0
<br />0.0
<br />0.0
<br />Upper Floor
<br />0.0
<br />0.0
<br />(Zone 5)
<br />108
<br />104
<br />15
<br />52
<br />4
<br />26
<br />0.0
<br />0.0
<br />0.0
<br />Upper Floor
<br />0.0
<br />0.0
<br />(Zone 5)
<br />62
<br />60
<br />9
<br />30
<br />2
<br />15
<br />0.0
<br />0.0
<br />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 />PROVIDE 2x BLOCKING W/ (2) 12d
<br />NAILS EA. END BETWEEN
<br />TRUSSES
<br />4'-0" FROM SEPARATION WALL.
<br />SOLID BLOCKING BETWEEN
<br />TRUSSES TO BOTTOM SIDE OF
<br />PLYWOOD. BLOCK MUST BE
<br />"PITCH CUT" (SEE ELEVATIONS)
<br />TO PROVIDE AS MUCH CONTACT
<br />AS POSSIBLE TO UNDER SIDE
<br />OF ROOF DECK. ALL JOINTS
<br />AROUND BLOCKING MUST BE
<br />CAULKED WITH APPROVED FIRE
<br />CAULKING.
<br />TOP OF PLATE
<br />TYPE "S" MORTAR
<br />(TYP.)
<br />DBL. Ix PT NAILER
<br />112" GYP,
<br />8" CONIC. BLOCK
<br />CLASSIFICATION D-2
<br />PER UL U905 (TYP,), PER
<br />UL U905, MASONRY WALL
<br />PROVIDES 2-HOUR
<br />ya_
<br />PROTECTION
<br />our SeDaration
<br />Wall
<br />SCALE: 3/4"=V-0"
<br />*REFER TO STRUCTURAL DETAILS FOR
<br />ADDITIONAL INFORMATION.
<br />April 09, 2018
<br />Snaring wall Rating - am R.
<br />Narbaarift Wall Rating - 2 HR
<br />This design -as a.At.otsd sing a load design onstliad otharthan the Lifflk State& Design Method (a4.,Warkiog Stress Design
<br />miathdd). Par jueisdictlinns am plaqinq the Lhn It StatesDauslan Msttr0d,suith as Canada, a load ragtrictiiw factorshal I be usad - sea
<br />Guide UXUVor BXU W_
<br />IiidicatesaRch prod ucKsbal I heart be UL or cUL Cortifie ' Mion Mark ftriuriedictionansampki-prill the UL iftertUt. Certification (such
<br />as Canada), respectively.
<br />7 jl�' MIN.
<br />4
<br />I., concrota Blacks- - Variousclesigns. Classificati6n D-2 (2.hr)�
<br />See Concrete Eftcks category for list of eligible manuFacturers,
<br />2 Mortar - Blocks laid in full bed of mortar, nom. 3/F In. thick, of not less than 2-1/4 and riot more than 3-1/2 parts of
<br />'Clean sharp sand bo I part Portland cement (proportioned by volume) and not more than.50 Percent hydrated lime (by
<br />cement volume). Vertical joints staggered,
<br />3, Portia rid Cement Stucco or Gypsum Plaster - Add 1/2 hr to classification if used. Where combustible members are
<br />fiamed 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 blacks (Item 1).
<br />4. Los" Mason ry Fill - If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln
<br />Process), vater repellant vermiculite masonry fill insulation, orsilicone treated perlite loose fill insulation add 2 hr to
<br />classification.
<br />5. Foamed Plastic- - (Optional -Not Shown) - 1-112 in. thick max, 4 ft wide sheathing attached to concrete blocks
<br />(Item 1),
<br />ATLAS ROOFING CORP - "Energy5bleld Pro Wall Insulation", "Erergy5hield Pro 2 Wall Insulation', EnergyShied QGF
<br />Pro and Ener�yShleld Fly Pro
<br />CARLISLE COATINGS 2, WATERPROOFING INC - Type R2+ SHEATHE
<br />FIRESTONE BUILDING PRODUCTS CO L L C - "Enverge ' CI Foil Exterior wall insulation" and "Enverge ' CE Glass
<br />Exterior Wall Insulation"
<br />HUNTER PANELS - Type. Xcl-Cl.ss A, Xcl 2B6
<br />RMAX OPERATING L L C - "TSX-3500", 'TSX-8510', "Thermas heath -XF", "ECOMAXd', 'Thermasheath-3',
<br />'ourasheatns"
<br />THE DOW CHEMI AL CO - Types Thermax Sheathing, Thermax Ught Duty Insulation.. Thernn�rx Heavy [)uty Insulation,
<br />71hermax Metal Building Board, Th�nmax White Finish Insulation, Thermax cl Exterior Insulation, Thermax XARMOR ai
<br />Exterior Insulation, Tharmax In Insulation, Thenmax Plus Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF-RTm ci
<br />insulation
<br />5A. Building Units - As an alternate to Items 5, min, 1-in thick polyisocyanurate compQsite foamed plastic insulation
<br />boards, nom. 4B by Q or 96 In,
<br />RMAX OPERATING L L C - 'Thermasheath-51", 'ECOBASEcl', 'Thermasase-Cl"
<br />indicates such products shall bear the UL or cUL Certification No A forJurisdictions am Ploying the UL or cUL Certification
<br />(such as Canadair reSlPtCtlVeli
<br />Last Updated an 2013-04-09
<br />GA FILE NO, ASW o8i o PROPR117ETArR�Y*j 2 HOIJ�R 6S to 69 STC
<br />IiOU
<br />FIRE SOUND
<br />GYPSUM PANEL PRODUCTS, STEEL H STUDS
<br />Two layers I'x 24" proprietary type X gypsurn.panels Inserted betWeen floor and
<br />ceiling runners With Steel H stud between adjacent pairs (if gypsum panels,
<br />(NILS)
<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 112'
<br />type X gypsurn wallboard or full sheets of 112" type X gypsurn wallboard - - - - - - -
<br />screw attached to the steel components.
<br />Sound tested with 2 x 4 Stud Wall faced with 1/2' regular gypsum Wallboard each
<br />side of assembly and 3-1121 glass fiber in stud SPace on both sides,
<br />Height limitation 68 feet,
<br />PROPRIETARY Gypsum PAINEL PRODUCT Thickness: 3-1/7 (Fire)
<br />Georgia-Pactric Gypsum ......... .............. 1, 11-314"(Sound)
<br />DensQlassO Shaftliner Ai Weight: 9.5 psf
<br />Fire Test WHI 495-1290,11-15-94,,
<br />ITS Design GPNVA 120-04;
<br />WHI 495-1295,3.1!45,
<br />WHI 495-0743 & 0744,
<br />1-28 & 30-86;
<br />ITS 316W14C0Q-00Z
<br />8-304)8:
<br />ULR2717,04NK03115,
<br />8_1 a-04, LIL Design U373
<br />Sound Test: RAL TL 10-291, 8-31 -10
<br />W
<br />SCALE: 3/16"=V-0"
<br />(D
<br />>
<br />0 F-_
<br />CV)
<br />C.",
<br />><
<br />C�41�
<br />M LI
<br />'0 C)
<br />M C)
<br />0_0 04
<br />CL
<br />((nn E
<br />CU
<br />< �0
<br />Co
<br />>
<br />> CL -0
<br />E c
<br />0 0
<br />:3 C: 0
<br />cu "
<br />> 0
<br />cli
<br />C=:11
<br />S�
<br />%
<br />ok
<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural
<br />plans and specifications contained within these
<br />drawings comply with the 2020
<br />Florida Building Code -
<br />Residential
<br />7th Edition. Engineers signature and seal is only for
<br />the structural
<br />engineering portions of the drawing pages bearing
<br />Engineer's
<br />signature and seal.
<br />W
<br />Am 'illillIllih,
<br />4,0
<br />E cc t`_
<br />C) 0 ID t- 4t
<br />CQ C,
<br />oo
<br />c,J . �; �9 U,
<br />C) C: _J
<br />- 0. - u!i
<br />IL
<br />r-L -- L�
<br />N 0 LL CL
<br />'!
<br />C:: -, a- LLJ
<br />LL ,
<br />z
<br />- - = 0
<br />�; _. �; WO
<br />r_ M cS 0 1
<br />M C14
<br />W
<br />W
<br />:3 _J
<br />0 2 r M
<br />C/5 <
<br />z
<br />LL
<br />do 0 _.J CL
<br />LO cl) z X U) 0
<br />04 . . < < E5 L)
<br />0(.) _J W
<br />007
<br />0
<br />V)
<br />27
<br />4-1
<br />(0
<br />LIJ
<br />U
<br />0
<br />U, 6-
<br />ar)
<br />a;
<br />Lij
<br />E
<br />o
<br />U)
<br />car
<br />o
<br />C::,
<br />CD
<br />c`3
<br />P)
<br />--I
<br />cu E
<br />CL 0
<br />E
<br />0
<br />ru rd
<br />< -0
<br />cc
<br />oo
<br />c::> E
<br />C'4 ro
<br />�,c,
<br /><
<br />-z
<br />a-z
<br />w
<br />of,
<br />ro
<br />"0
<br />1(t
<br />U:)
<br />H
<br />ou-
<br />z
<br />z
<br />w,
<br />oo
<br />1z
<br />_<
<br />z
<br />% 3
<br />T,
<br />c::>
<br /><
<br />-0
<br />I=)
<br />CC)
<br />lo
<br />N
<br />lo
<br />0
<br />>
<br />0)
<br />CN
<br />Lee.
<br />L0
<br />C-4
<br />M
<br />CO
<br />Ln
<br />CN
<br />50
<br />o
<br />U)
<br />C.0
<br />0
<br />r__
<br />C%4
<br />L0
<br />LO
<br />CF)
<br />c.6
<br />< c)
<br />04
<br />T_
<br />"T7
<br />a)
<br />E
<br />0
<br />0
<br />z
<br />z
<br />0
<br />_J
<br />-0 co
<br />< 0
<br />(D
<br />_J
<br />JOB
<br />NO: 21-01148-01143
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />8.1
<br />Fit I
<br />
|