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<br />Design No. U905
<br />April 09, 2018
<br />Bearing wall Rating - 2 H R.
<br />NonbeerUg Wall Rating - 2 MR
<br />This dealgn was evaluated using a load design method other than the Lktk States Design Method (aa., Working Stray Design
<br />Method). Forlurladictlans ampleylog the Llatk States Deea In Method, such as Canad
<br />a, a load restriction factarshall be used - Bea
<br />Ouida HOLUy er �(yZ
<br />* Indlratee such produces ah NI hearths UL or CUL Certification Mark for Ica rlsdlct kris employing the UL or CUL C1 rtB11Cat/on (such
<br />anCAtlads), respectively.
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<br />1. Concrete Bkdm* — Various des igns. classification D-2 (2 hr),
<br />Ses Cotlerata glades category for lift of eligible manufacturars,
<br />2 Mortar — Blacks laid in full bed of mortar, horn. 3/8 In. thick, of not less than 2-1/4 and hot more than 3-1/2 parts of
<br />clean sharp sand to L part Portland cement (proportioned by volume) and not more than 50 percent hydrated lme, (by
<br />cement volume). Vertical joints staggered.
<br />3Portland Cement Stucco or gypsum Pilaster — Add 1/2 hr to classKication If used. Where combustible mambens are
<br />framed In wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classglcatlon of 1-1/2 hi.
<br />Attached to concrete blocks (item 1),
<br />4. Loose Masonry Fill — If all core spaces am filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln
<br />Process), niter repellant vermiculite masonry fill insulation, or sitcom treated perlite loose fill insulation add 2 hr to
<br />classlficatlon.
<br />S. Foe mod Ptaatic* — (Optlonal-Not Shown) — 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks
<br />(Item 1).
<br />ATLAS ROOFING CORP — "EnerayShleld Pro Wall Insulation-, "Energy5hield Pro 2 Wall Insulation-, EnergyShield CGF
<br />Pro and EnergyShlekl Ply Pro
<br />CARLISLE COATINGS S WATERPROOFING INC — Type R2+ SHEATHE
<br />FIRESTONE BUILDING PRODUCTS CO L L C — "Enverge ' CI Foil Exterior Wall Insulation" and "Enverge ' CI Glass
<br />Exterior Wall Insulation'
<br />HUNTER PANELS — Types Xcl-Class A, Xci 286
<br />RNA% OPERATING L L C — 'rSX-8500', "TSX-8510", 'Thermatheatfi-XP', '6C0MAXc1", 'Thermasheath-3',
<br />"Durasheath-3"
<br />THE DOW CHEMICAL CO — Types Thermax Sheathing, Thermax Ught Duty Insulation, Thermax Heavy Duty Insulation.
<br />Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Extenor Insulation, Thermax XARMOR ct
<br />Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Pam], Thermax Heavy Duty Plus (HDP) and TUFF -RI" ci
<br />Insulation
<br />5A. Building Units —As an alternate to Items 5, min. 1-in thick poiyisocyanurate composite foamed plastic insulation
<br />boards, nom. 48 by 48 or 96 In.
<br />RMAX OPERATING L L C—'Mermasheath-SV, 'EC0BA5Ec1", 'Thermaaase-CI"
<br />* ladkates arch prodects shall bear the UL or CULCartiflcatlos Mark for Jurisdictions employing the UL or cUL certification
<br />(arch as Canada), respectively.
<br />Last Updated on 2018.04.09
<br />GA FILE NO. ASW 0810
<br />PROPRIETARY*
<br />I 2 HOUR 1 65 to 88 STC
<br />L FIRE SOUND
<br />GYPSUM PANEL PRODUCTS, STEEL H STUDS
<br />_ •_
<br />Two layers 1" x 24" proprietary type X gypsum panels inserted between floor and
<br />1
<br />ceilingrunners with steel H stud between adjacent Ira of pa
<br />i pa gypsum hole.
<br />h ;
<br />(NLB)
<br />A 3!4" 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 cornponents are covered with 6" wlde battens of 1/2"
<br />type X gypsum wallboard or full sheets of 1i1" type X gypsum wallboard
<br />- -
<br />- - - -
<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 3-1/2' glass fiber In stud space on bath sides.
<br />Height BnTltalion e8 feet.
<br />----
<br />PROPRIETARY GYPSUM PANEL PRODUCT
<br />Thickness: 31/2" (Fire)
<br />Georgia-Pacific Gypsum LLC.................... ....... 1' Densolesse Shaftllner
<br />11.3/4' (Sound)
<br />Approx. Weight 9.5 pef
<br />Fire Test WHI495-1290, 11-15-94:
<br />ITS D utign GPIWA 120-04;
<br />WHI495-1295, 315-95;
<br />WHI 49t-a0743 8 0744,
<br />1-28 8 30.86;
<br />ITS 31OW14COO-M Y
<br />8-30-08;
<br />UL R2717, 04NK03115,
<br />8-18-04, L IL Design U373
<br />Sound Test: RAL TL10-291, A-31-10
<br />NON -VENTED SOFFIT
<br />I^Kl VCAITCI.1 OnCCIT All I/Cl n 0=17
<br />11VI1-y L11I L-V VVI I II
<br />Fluid -applied membranes used as flashing in exterior walls shall
<br />comply with AAMA 714. The flashing shall extend to the surface
<br />of the exterior wall finish.
<br />Approved flashings shall be installed at the following locations.
<br />• Exterior window/door openings.
<br />• Intersection of chimneys or other masonry construction with
<br />frame walls.
<br />• Under and at the ends of masonry, wood or metal copings
<br />and sills.
<br />• Continuously above all projecting wood trim.
<br />• Where exterior porches, decks or stairs attach to a wall or
<br />floor assembly of wood -frame construction.
<br />• At wall and roof intersection.
<br />• At Built-in gutters.
<br />Attic Ventilation
<br />Attic Ventilation to be in compliance with the Florida Building Code 7th Edition
<br />_ ._..
<br />-
<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 />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"=1'-O"
<br />FIRE CAULK EDGES
<br />AT EACH SIDE
<br />DBL. 1x PT NAILER
<br />1/2" GYP. WB:
<br />All III
<br />1 Hour Separation
<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 />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 />SCALE: 3/4"=1'-O"
<br />*REFER TO STRUCTURAL DETAILS FOR
<br />ADDITIONAL INFORMATION.
<br />AInAI WCAITCr1 OnCCIT
<br />SUrI•I I
<br />ATTIC VENTILATION CALCULATIONS
<br />ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED
<br />11150 Rule 1/300 Rule Ridge Vent Amt
<br />(No Upper Ventilators Off -Ridge Amt.
<br />Req.) (Must Provide Upper Ventilators) (Ft.)
<br />Total Ventilation
<br />Provided by
<br />ATTIC
<br />Upper
<br />PP
<br />SPACE
<br />SQ. IN. of
<br />SQ. FT.
<br />Total SQ.
<br />SQ. FT.
<br />of
<br />SQ. IN. of
<br />ventilation to
<br />Ventilators
<br />ventilation
<br />of vented
<br />IN. of
<br />vented
<br />be provided
<br />SQ. IN. of
<br />SQ. IN, of
<br />(SeeElev)
<br />required
<br />soffit
<br />ventilation
<br />soffit
<br />by upper
<br />Ventilation
<br />Ventilation
<br />needed
<br />required
<br />needed
<br />ventilators
<br />Main
<br />Floor
<br />(Zone 1)
<br />Main Floor
<br />901
<br />865
<br />124
<br />(Zone 2)
<br />886
<br />851
<br />122
<br />Upper Floor
<br />1012
<br />972
<br />139
<br />(Zone 3)
<br />Upper Floor
<br />1008
<br />968
<br />138
<br />(Zone 4)
<br />**NOTE**
<br />GENERAL CONTRACTOR MUST ENSURE THP
<br />REQUIRED BY FLORIDA BUILDING CODE 7TH
<br />NON -VENTED SOFFIT
<br />11%J1\ 9LI1IL-6fVVI I rl
<br />432
<br />425
<br />486
<br />31
<br />216
<br />213
<br />243
<br />0.0
<br />2.0
<br />—
<br />276.0
<br />276.0
<br />276.0
<br />276.0
<br />276.0
<br />0.0
<br />0.0
<br />30
<br />I
<br />35
<br />35
<br />2.0
<br />_
<br />276.0
<br />2.0
<br />_
<br />0.0
<br />0.0
<br />0.0
<br />-
<br />276.0
<br />484
<br />242
<br />0.0
<br />.0
<br />2.0-
<br />276.0
<br />--
<br />0.0
<br />T PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS
<br />EDITION (2020) RESIDENTIAL.
<br />NON -VENTED SOFFIT
<br />ROOF
<br />PBLOCKING @ EAVE
<br />NON -VENTED SOFFIT
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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. 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 : 22-08433-08426
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
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<br />10
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