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ftsign No. U90S
<br />April 09, 2018
<br />Bearing Wall Ratlty - 2 MR.
<br />NanbrrMtg Wall Rating - a MR
<br />Th4 duster, was. evaluated using a lead design method other than the Lima States, Deabn Mathad (soft., Working Stases Design
<br />Malted). For furYdlatlensamptsyling the Limit States Design hMthod, such as Canada, a bad restriction faciershall be used - Sea
<br />Gul eocuvarg�yQ
<br />* Indloates"ch products shall hearths UL ar cUL Cartekesbn Mark for jurladtetbs semploying the UL araUL CartOkatW (Such
<br />as Canada), respectively.
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<br />J r ' A (I j' norizarit01 Section
<br />1. Concrete ebekea - Varlous designs, classification D-2 (2 hr).
<br />gee CatitMa stocks,category for list of eligible manufacturers,
<br />2 Mortar - Blocks laid in full bad of mortar, nom. 310 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 more than 50 percent hydrated firms (by
<br />cement volume). Vertical joints staggered.
<br />3. Portland Cement Stacce, or "a■ Plaster -Add 1/2 hr to classification If used. Where combustible members art
<br />Named 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 concrata block$ (Item 1).
<br />4. Loose Masonry Pill - Troll core spaces are filled with loose dry expanded stag, expanded clay or shah (Rotary Kiln
<br />Process), water repellant vermiculite masonry BII insulation, or silicone treated perlits loose HII insulation add 2 hr to
<br />classification.
<br />S. Foamed Pleatk° - (Optional -Not Shown) - 1-1/2 in. thick max, 4 R wide sheathing attached to concrete blocks
<br />(Item 1)
<br />ATLAS ROOPING CORP - "EnergyShieid Pro Wall Insulation', "EnergyShleld Pro 2 Wall Insulation", EnergyShleld CGF
<br />Pro and EnergySluld Ply Pro
<br />CARL ISLE COATINGS 6 WATERPROOFING TNC - Type R2+ SHEATHE
<br />FIRESTONE WILDING PRODUCTS CO L L C - "Enverge ' CI Foil Exterior Wall Insulation' and "Enverge ' CI Glass
<br />Exterior Wall Insulation"
<br />HUNTER PANELS - Types xckCless A, Xcl 2E6
<br />RMAX OPERATING L L C - "TSX-8500', "TSx-8510','Thermasheath-xP", "E[OMAXcl', 'Thermasheath-31,
<br />'Durasheath-3"
<br />THE DOW CHEMICAL CO -Types Thwmax Sheathing, Thermax ught Duty Insulation, Thermax Meavy Duty Insulation,
<br />Thermax McLI Building Board, Thermax White Finish Insulation, Thermax cl Exterior Insulation, Thermax XARMOR ei
<br />Exterior Insulation, Them mx IN Insulation, Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF-R"' el
<br />Insulation
<br />SA building Units -As an alternate to Items 5, min, 1-In thick polyisocyanurate composite foamed plastic insulation
<br />boards, nom. 48 by 46 or 96 In,
<br />R14AX OPERATING L LC-'Thermasheath-SI", "ECOBASEcl*, "Thermaaase-Cl"
<br />• Indicates such products shell bear the UL or cUL Certification Mart for jurisdictions employleg the UL or eUL Certification
<br />(such as Canada), respectively.
<br />Last Updated on 201"4.09
<br />GA FILE NO. ASW 0810 PROPRIETARY' � 2 HOUR I 65 to Be STC
<br />FIRE SOUND
<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 at" H stud between adjacent pals of gypsum panels.
<br />(NLB) I J •J �
<br />A 3/4" minimum air space must be maintained between steel components and
<br />adjacent framing (as Indicated by dashed line In sketch). As an alternate to
<br />an air space, the steel components are covered with 8' wide battens of 112"
<br />type X gypsum wallboard or full sheets of 1/2' type X gypsum wallboard
<br />screw attached to the steel components,
<br />Sound tested with 2 If 4 stud wall faced with 1/2" regular gypsum wallboard each
<br />aide of assembly and 3-112' glass fiber in stud space on both sides. K I i
<br />Haight limitation 68 feet F-
<br />PROPRIETARY GYPSUM PANEL PRODUCT Thickness: 3.1/2" (Fire)
<br />11-3/4"(Sound)
<br />Georgia-Pacific; Gypsum LLC............................ ....._.... 1" DensGlasse Shaftliner Apt. Wdgft 9.5 pill
<br />File Test WHI 496-1290,11.15.94;
<br />ITS Deep GPNVA 12NA
<br />WHI 495-1295, 3-15.96;
<br />WHI 496.0743 3 0744,
<br />1-28 8 3D•88:
<br />ITS 3160814COQ.=
<br />0.3008,
<br />UL R2717, 04NK03115,
<br />8-18-04, UL Design U373
<br />Sound Test: RALTL1a291,8-31-10
<br />NON -VENTED SOFFIT
<br />IAKI \/[AITlTn 0r1[[IT KIAKI \/CAITCII Or)CCIT
<br />11VIY-VGInI I GU QVrrl I
<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 Specificatio
<br />ns)
<br />)
<br />a OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT
<br />a SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT.
<br />a STUCCO SOFFIT VENTS - 126 SO. 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 />a LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT.
<br />"Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 =(Linear Ft. of Deck -Air Needed)
<br />avrri I
<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 />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 DE ALL JOINTS
<br />DECK.
<br />AROUND BLOCKING MUST BE
<br />CAULKED WITH APPROVED FIRE
<br />CAULKING.
<br />SEE PLAN
<br />PROFILE OF ROOF TRUSS - TOP OF PLATE
<br />BEYOND FIRE CAULK EDGES �`
<br />AT EACH SIDE "
<br />ROOF SHEATHING TYP.
<br />2X6
<br />SUB -FASCIA TYPE "S" MORTAR
<br />- (TYP-)
<br />DBL. 1x PT NAILER
<br />1/2" GYP. WB. 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 />1� 1 Hour Separation Wall
<br />2 Hour Fire Resistant Soffit
<br />SCALE: 3/4"=V-0"
<br />SCALE: 3/4"=V-0"
<br />*REFER TO STRUCTURAL DETAILS FOR
<br />ADDITIONAL INFORMATION.
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<br />ATTIC VENTILATION CALCULATIONS -
<br />ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED
<br />1/150 Rule 1/300 Rule RidgeVentAmt
<br />(No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off -Ridge Amt.
<br />Req.)
<br />ATTIC
<br />SPACE SQ. IN. of SQ. FT.
<br />ventilation of vented
<br />required soffit
<br />needed
<br />Total Ventilation
<br />Provided by
<br />Total SQ.
<br />SQ. FT.
<br />SQ. IN. of
<br />Upper
<br />IN. of
<br />of
<br />ventilation to
<br />SO' IN. of
<br />SO, IN. of
<br />Ventilators
<br />(See Elev)
<br />ventilation
<br />vented
<br />be provided
<br />Ventilation
<br />Ventilation
<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 />-
<br />0.0
<br />- -
<br />276.0
<br />(Zone 1)
<br />425
<br />Main Floor
<br />(Zone 2)
<br />886
<br />851
<br />122
<br />30
<br />213
<br />0.0
<br />2.0
<br />276.0
<br />0.0
<br />276.0
<br />1012
<br />35
<br />243
<br />2.0
<br />Upper Floor
<br />(Zone 3)
<br />972
<br />139
<br />486
<br />0.0
<br />-
<br />0.0
<br />276.0
<br />--
<br />276.0
<br />1008
<br />484
<br />35
<br />242
<br />0.0
<br />2.0
<br />276.0
<br />Upper Floor
<br />(Zone 4)
<br />968
<br />138
<br />0.0
<br />276.0
<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 />NON -VENTED SOFFIT
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<br />NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT
<br />ROOF
<br />PLAN
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<br />To the best of the Engineer's knowledge, Information and belief,
<br />the structural plans and specifications contained
<br />within these
<br />drawings comply with the 2020
<br />Florida Building Code -
<br />Residential 7th Edition. Engineers signature and
<br />seal is only for
<br />the structural engineering potions of the drawing pages bearing
<br />Engineers signature and seal.
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<br />JOB
<br />NO: 21-17099-17106
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />is
<br />10
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