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I I I II I _-A. I I II L I 1 1 4 s Ill, i'p- Infill 'I'"_1£�'"1,u�j•s ii I I _it II Ililmilt, it,
<br />I II- _I t I' 1I. __L. .I
<br />NON -VENTING SOFFIT
<br />NON -VENTING SOFFIT
<br />AIr1AI X/CAITIAIf-% C�rICCI
<br />. ... . . a -. `e . .. o — V V . . . .
<br />►Ir1AI X /CAITIAIf" nt'1C1-1
<br />ZONE-2
<br />ATTIC SPACE
<br />110 SQ FT.
<br />ZONE-1
<br />ATTIC SPACE
<br />61 sq ft.
<br />NON -VENTING 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: 3/411=V-0"
<br />FIRE CAULK EDGES
<br />AT EACH SIDE
<br />DBL. 1x PT NAILER
<br />aration Wall
<br />SCALE: 3/411=V-0it
<br />*REFER TO STRUCTURAL DETAILS FOR
<br />ADDITIONAL INFORMATION.
<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 />ueslgn no. uuti
<br />April 09, 2018
<br />Snaring Wall Rating - 2 M R.
<br />Nonbearing Wall Rating - 2 MR
<br />This design was evaluatad using a load datign Method other than the Limit States Design Method (so., Working Stress Design
<br />Method). Par jurisdiCtians employing the Limit States Design Method, such as Canada, a load restriction factorshall be used - Sea
<br />GuideJt[orAAy7
<br />* Indicates such products ah all hearths UL or cUL Certification Mark for ju rlsdiet Io ns employing the UL or CU L Certification (such
<br />as Canada), respectively.
<br />Ill 1''1•--l• ,i ?• ��'I t) \.!•� 7•ji'a" MIN.
<br />1. t1.0 2 !I0, � J i 1 , 'T
<br />w4
<br />tq 7 l j� HO620ntol Section
<br />1. Cafterete Bloc se - Various all Igns. Classification D-2 (2 hr).
<br />See Concrete Black& category for list of eligible manufacturers.
<br />2. Nonni - Blocks laid in full bed of mortar, nom. 318 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 mine than 50 percent hydrated lime (by
<br />cement volume). Vertical Imnts staggered.
<br />3. Portland Cement Stucco or Gypsum Plaster - Add 1/2 hr to classification If used. Where combustible members are
<br />framed in wall, plaster or stucco must be apPled on the face opposite framing to achieve a max. Classification of 1-1/2 fir.
<br />Attached to concrete blocks (Item 1),
<br />4. Loose Masonry Fill - If all corn spaces are Filled with loose dry expanded slap, expanded clay or shale (Rotary Kiln
<br />Process), water repellant vermiculite masonry fill insulation, or silicone treated pectins loose fill insulation add 2 hr to
<br />classification
<br />S. Foamed PDa2tic4 - (Optional -Not Shown) - 1 1/2 In. thick max, 4 ft wide sheathing attached to concrete blocks
<br />them 1).
<br />ATLAS ROOFING CORP - "EnergyShleld Pro Wall Insulation", "EnergyShleld Pro 2 Wall Insulation", EnergyShleld CGF
<br />Pro and EnergyShleld Ply Pro
<br />CARLISLE COATINGS 6 WATERPROOFING INC - Type R2+ SHEATHE
<br />FIRESTONE BUILDING PRODUCTS CO L L C - "Enverge" CI Fall Exterior Wall Insulatln" and "Envetge' Cr Glass
<br />Exterior wall Insulation'
<br />HUNTER PANELS - Types Xci-Class A, Xcl 286
<br />RMAX OPERATING L L C --TSX-8500', "X-8510', "The rmas heath-XP', "BCOMAXW, "thermasheath-3",
<br />"Durashesth-3"
<br />THE DOW CHEMICAL CO - Types Thermax Sheathing, Thermax Light Duty insulation. Thermax Heavy Duty Insulation.
<br />Thermax Metal Building Board, Thermos White Roish Insulation, Thermax ci Exterior Insulation, Thermax XARMOR ci
<br />Exterior IMulaban. Thermax IH Insulation, Thermax Plus Liner Panel. Thermax Heavy Duty Plus (HDP) and TLIFF-R'" ci
<br />Insulation
<br />SA. Building Units -As an alternate to Items 5, min. I -in thick P01yi5ocyanurate composite foamed plastic insulation
<br />boards, nom. 48 by 48 or 96 In.
<br />RMAX OPERATING L L C-'Thermasheath-SI'. 'ECOBA56d'. 'ThermaBase{I"
<br />• indicates such Products skull beer the UL or cULCertiflcatbe Mark for Jurisdictions employing the UL or CUL Certllkatlon
<br />(such as Canada), respectively.
<br />LesL Undated on 2018-04.09
<br />GA FILE NO. ASW 0810 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 pairs of gypsum panels
<br />(NLB)
<br />A 3/4" mirlinium air space must be maintained between steel components ano
<br />adjacent framing (as indicated by dashed lines In sketch). As an alternate to
<br />an air sfmoe. the steel cumponants are covered with 6" wide battens of 112,
<br />type X gypsurn wallboard or full sheets of 1/2' type X gypsum wallboard
<br />screw attached to the steel components.
<br />Sound tested with 2 x 4 stud wall fared with 1/2" regular gypsum wallboard each
<br />side of assembly and 3-1/2' glass fiber in stud spawn on both sides.
<br />Height limitation 68 leeL
<br />PROPRIETARY GYPSUM PANEL PRODUCT
<br />Georgia-Pacific Gypsum LLC............. _..... _- ..., 1" DerlsGIessC Shaftliner
<br />2 HOUR 65 to 69 STC
<br />FIRE _ SOUND
<br />- -- I E1,1
<br />Thickness 3-1/2" (Fire)
<br />11-3/4" (Sound)
<br />Appmx Weight: 9.5psf
<br />Fire Test WHI 49rr1290, 11-15-94:
<br />riS Design GP/WA 120-04,
<br />WHI 4961295, 3.15-95;
<br />WHI 4950743 S 0744,
<br />1-2815 30 86;
<br />ITS 3160814COU-002,
<br />8-30-08:
<br />UL R2717, 04NK03115,
<br />8-18-04, UL Design U373
<br />Sniind Tr_st: RAL TL10-291, 8-31-10
<br />°°°""'°" ROOF PLAN - STANDARD
<br />STD) & LAKE THOMAS (LT
<br />SCALE: Y4'=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
<br />these
<br />drawings comply with the 2020 Florida Building Code
<br />-
<br />Residential
<br />7th Edition. Engineer's signature and seal
<br />is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's
<br />signature and seal.
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<br />JOB
<br />NO: 23-05725-05728
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />8.1
<br />
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