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<br />NON -VENTING SOFFIT
<br />NON -VENTING SOFFIT
<br />AInAI \/CAITIAIir'_ Cnccl
<br />AInAI \/CAITIAIr'_ On=
<br />ZONE-2
<br />ATTIC SPACE
<br />110 SQ FT.
<br />ATTIC SPACE
<br />NON -VENTING SOFFIT
<br />_ .. _
<br />_ . _ . .
<br />. _
<br />-_..
<br />EXTEND THE (2) LAYERS Lj • -_ �- _ .. 7
<br />OF 1" THICK USG GYP.
<br />WALLBD. LINER PANELS
<br />OF 2-HR. WALL INTO
<br />SOFFIT AREA
<br />PROFILE OF ROOF TRUSS
<br />BEYOND
<br />ROOF SHEATHING TYP.
<br />2x6
<br />SUB -FASCIA
<br />2 Hour Fire Resistant Soffit
<br />SCALE: 3/4"= V-0"
<br />FIRE CAULK EDGES
<br />AT EACH SIDE
<br />DBL. 1x PT NAILER
<br />ration Wall
<br />SCALE: 3/4"= V-0"
<br />*REFER TO STRUCTURAL DETAILS FOR
<br />ADDITIONAL INFORMATION.
<br />PROVIDE 2x BLOCKING W1(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 />SEE PLAN
<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 />uesign mo. usus
<br />April 09,2018
<br />Boar ing Wall Ratng —. 2 NIL
<br />Nonbserl" WON Rating — 2 HR
<br />This design was shralueNd using A load dsatan stathod other than the LImR State& Daetan Method (sa., Warkrng Stress Daslgn
<br />Method). Forlmeb4teHM4emPlovbhg the Limit States Duran Method, such st Canada, a lead roatrietian factarehall be used — Me
<br />Gulde j=arBXU,V7
<br />a I ndieates such products shell bear the UL or CUL Csrtkkatldn Mark for 1u rltdka Into amploying the UL ar CUL Csrtekcatlon (such
<br />as Caned&), rswpectivaIV.
<br />P !•�' se` Q�"i?li: ? 1 �t'I l vc.V% 7•5f8" MIN.
<br />4 -
<br />i 4 Horizontal Section
<br />1. CorlCristo Bldcdt* — Various. designs. Classification D-2 (2 hr),
<br />Sae Concrete N ,*& category for list of eligible manufacturers.
<br />2. Mortar — Blocks laid In full bed of mortar, nom. 3/8 In. thick, of not less than 2-1/4 and rat more than 3-1/2 Paris of
<br />clean sharp sand to 1 part Portland cement (proportioned by volume) and not more Man 90 percent hydrated lime (by
<br />cement volume). Vertical joints staggered.
<br />3, Portland Cement Stucco or Gypsum Plaster — Add 1/2 hr to classification y used. where combustible members 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 blocks (Item 1).
<br />4. Loose Masonry Fill — If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln
<br />Process), water repellant vermiculite masonry fill insulation, or silicone treated partite loose fill insulation add 2 hr to
<br />classification.
<br />S. Foa ivied 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 — "EnergyShield Pro wall Insulation", "EnergyShleld Pro 2 Wall Insulation", EnergyrShleld CGF
<br />Pro and EnargyShleld Ply Pro
<br />CARLI AE COATINGS a WATERPROOFING INC —Type R2+ SHEATHE
<br />FIRESTONE BUILDING PRODUCTS CO L L C — "Emerge''' CI Poll Exterior Wall tnsulatlan" and "Emerge" CI Glass
<br />Exterior Wall Insulation"
<br />HUNTER PANELS —Types Xcl-Class A, Xcl 286
<br />RM"OPERATING L LC—'ISX-8500", "X-8510", "Thermasheath-XP', "BCOMAXcIl", 'Thermasheath-3',
<br />"Dura0eath-3"
<br />THE DOW CHEMICAL CO —Types Thermax Sheathing, Thermax Light Duty Insulaton, Thermax Heavy Duty Insulation,
<br />Thermax Metal Building Board, Thermax White Finish Insulation, Thermax cl Exterior Insulation, Thermax XARMOR ci
<br />Exterior Insulation, Thermax IN Insulation, Thermax Plus Liner Partsl, Thermax Heavy Duty Plus (HDP) and TUFF -Fir" cl
<br />Insulation
<br />5A, Building Units —As an alternate to Items 5, min. 1-in thick polyisocyanurete composite foamed plastic insulation
<br />boards, nom. 48 by 48 o.96 In.
<br />RMAX OPERATING L L C — "Thermasheath-SI", "ECOBA55d', `Mermaease-CI"
<br />+ Indicates sech products shell bear the UL or cULCertficaties Mark forlerledictions employing the UL or cut. Certification
<br />(such as Canada), respectively.
<br />Lett Updated on 201"4.09
<br />GA FILE NO. ASW 0810 I PROPRIETARY*
<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 adjacent pales of gypsum panels.
<br />(NLB)
<br />A 3/4' minimum air apace must be maintained between Steel components and
<br />adjacent framing (as lydicated by dashed IirNts in sketch). As an alternate to
<br />an air space, the steel components are covered with 8" wide battens of 1/2"
<br />type X gypsum wallboard or full sheets of 1/2" type X gypsum wallboard
<br />screw a ttacflrad to the steel components.
<br />Sound tested with 2 x 4 stud wall faced with 112" regular gypsum wallboard each
<br />side of assembly and 3-112" gins fiber in stud space on both sides.
<br />Height limitalion 88 feet.
<br />PROPRIETARY GYPSUM PANEL PRODUCT
<br />Georgia-Pacific Gypsum LLC...................................... 1" DerISGlessO Shaftliner
<br />2 HOUR 1 85 to 88 STC
<br />FIRE I BOUND
<br />Thickness: 3-1Z (Fire)
<br />11.3/4" (Sound)
<br />Approx. Wai 9.5 pal
<br />Fwe Test WH149&1290, 11-15.94;
<br />fTS Design GPNVA 12004;
<br />WHI4W12W 3.15.95:
<br />WHI 496-0743 & 0744,
<br />1-28 & 3D4&
<br />IT'S 31M814CO04M
<br />8.30.W;
<br />UL R2717, 04NKD3115,
<br />8.18.04, UL Design U373
<br />Sand Test: RALTL70-291,8.31-10
<br />ROOF PLAN
<br />SCALE: 1/ "=1'-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. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB
<br />NO: 22-01142-01139
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />10
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