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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 />