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April 09, 2012
<br />soaring wall Ratlnii - 2 HR.
<br />Nanbearing Wag Rating - 2 HR
<br />This design was evaluated using.a kind design etothod other, "AIM LIssR States Design Method (egg. Werking Stress Design
<br />Mathad). ParjurisdlWansornploying the LInR atataDDeessl1ppn Mathad,such anCanada,a lead restriction �t ,shall be used - sae
<br />Guldeygjgor
<br />• Indicates such products shall boartM UL or a0L Cartrkatlon Mark for furls lletlamalo oWrig the OL oraUL Codification (such
<br />art Canada), mossocilvay.
<br />r t J '•o i
<br />` t 4 7 1 T ti0ri2°nt0{ SECti°tt
<br />1. ancreta Slods- - Various designs. classification, D-2 (2 hr),
<br />Bee Cannata Madre category for list of eligible monufactwers,
<br />2. Norter - Blocks laid In full bed of mortar, nom. 3/B In. Mick, of not Ins 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 mars than SD percent hydrated Ilme (by
<br />cement volume). Vertical Joints staggered.
<br />3. Portland Cement etecco or Gypsum Plaster - Add 1/2 hr to classification If used. Whom combustible members are
<br />framed In wall, plaster or stucco must be appaed on the face opposite framing is achieve a max. classification of 1.1/2 hr.
<br />Attached to concrete blocks (Item 1).
<br />4. Loop Masonry Fill - ball core spaces are filled with loose dry expanded slop, expanded clay or shale (Rotary Win
<br />Process), viater repellent vermiculhe masonry All insulation, or silicone treated petite loose fill insulation add 2 hr to
<br />classification.
<br />5. Foamed PYatk• - (Optional -Not Shown) - 1.1/2 in. thkk max, 4 ft wide sheathing attached to concrete blocks
<br />(Item 1).
<br />ATLAS ROOFING CORP - "EnergyShieid Pro Wall Insulation', •EnergyShield Pro 2 Wall Insulation', EnergyShield CGF
<br />Pro and Energy5hleld Ply Pro
<br />CARLISLE COATINGS e, 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 /4 xcl 286
<br />PINAR OPERATING L L C-'TSX-8500% "X-9510-, 'Thennasheath-W, "ECOMAXcl", 'TharmasheaM-3",
<br />'Durasheath.3"
<br />THE DOW CNENICAL CO - Types Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation,
<br />Thermax Maul Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax XARMOR ci
<br />Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF-Rm ci
<br />Insulation
<br />54 Solldiog units -As an alternate ID Items 5, min. 1-In thick polyisocyanurets composite foamed plastic insulation
<br />boards, nom. 48 by 48 or 96 In.
<br />RNAX OPERATING L LC -'ihermasheath-SI', "ECOBASEd", 'rherma8tse-0"
<br />• Indicates such prodocts shall bear tide UL or allLeertHicatba Mark forlorladletions employing the UL or cUL CertUloation
<br />(such as Canada), respecthrely.
<br />Last Updated on 2018-04.09
<br />CN
<br />4:12
<br />PITCH
<br />GA FILE NO. ASW 0810
<br />PROPRIETARY'
<br />2 HOUR
<br />65 to 88 STC
<br />FIREL
<br />I BOUND
<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
<br />adjacent pairs of gypsum panels.
<br />5f
<br />(NLS)
<br />A 314' minimum air apace must be maintained between steel co
<br />- - - - - - _ -
<br />_}. -
<br />Y i
<br />^ .-A-
<br />adjacent adjacent framing (as Indicated by dashed lines In ske(ch). As anal mate to
<br />an air space, the steel componari s are covered with G" wide battens of 117
<br />type X gypsum wallboard or full sheets of 1/2' type X gypsum wallboard
<br />screw attached to the at" components,
<br />Sound tested with 2 x 4 stud wall faced with 112" regular gypsum wallboard each
<br />side of assembly and 3-1/2" glass fiber in stud space on both aides.
<br />Height limitation 88 feet.
<br />- -
<br />PROPRIETARY GYPSUM PANEL PRODUCT
<br />Thickness: 3-1/4" (Fire)
<br />Georgia-Pacific Gypsum LLC...................................... 1" DensGiesa4t Shaftllrler
<br />11. 41- (Sound)
<br />Approx, Weight: 9.5 psi
<br />Fire Test WHI4WI290,11-15.94;
<br />ITS Design GPNVA 120.04:
<br />WHI49&1295, 3.15-95;
<br />WHI 485-0743 d 0744,
<br />1-28 8 30.88:
<br />ITS 31M814CO001 ,
<br />8.3048;
<br />UL R2717, 04NKD3115,
<br />8-18-04, UL Design U373
<br />Sound Test: RAL TL10.291, 8.31-10
<br />NON -VENTED SOFFIT NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT
<br />SEE DETAIL 55/D-1 FOR
<br />14'P-0'10,--�INFORMATION ON FIRE
<br />BLOCKING @ EAVE
<br />2 N =
<br />st H
<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 11300 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 />(Valuesverified With Manufacturer Specifications)
<br />ns to be G caUo
<br />OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT
<br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT.
<br />• STUCCO SOFFIT VENTS - 126 SO. IN. OF NET FREE AREA / SO. 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 />EXTEND THE (2) LAYERS
<br />OF 1" THICK USG GYP. - - -
<br />WALLBD. LINER PANELS
<br />OF 2-HR. WALL INTO
<br />SOFFIT AREA
<br />t '_
<br />_HI
<br />NON -VENTED SOFFIT
<br />PIL
<br />NON -VENTED SOFFIT
<br />SEE DETAIL 55/D-1 FOR
<br />4'-0" INFORMATION ON FIRE
<br />BLOCKING @ EAVE '
<br />10
<br />2 04 =
<br />PROFILE OF ROOF TRUSS
<br />BEYOND
<br />ROOF SHEATHING TYP.
<br />M
<br />SUB -FASCIA
<br />2 Hour Fire Resistant Soffit -
<br />l
<br />�/
<br />SCALE:3/4"=V-0"
<br />NON -VENTED SOFFIT
<br />1
<br />NON -VENTED SOFFIT
<br />SEED TAIL 55/D-1 FOR
<br />INFORMATION ON FIRE
<br />BLOCKING @ EAVE
<br />01
<br />2
<br />N =
<br />et H
<br />FL
<br />1
<br />2
<br />Iopm
<br />FIRE CAULK EDGES
<br />AT EACH SIDE--/----,
<br />DBL. 1x PT NAILER
<br />1/2" GYP. WB.
<br />1 Hour Separation Wall
<br />ATTIC VENTILATION CALCULATIONS
<br />PROVIDE 2x BLOCKING W/ (2) 12d-
<br />NAILS EA. END BETWEEN ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED
<br />TRUSSES - -- -- ------ - -
<br />4'-0" FROM SEPARATION WALL. 1/150 Rule 11300 Rule RidgeVentAmt
<br />SOLID BLOCKING BETWEEN (No Upper Ventilators (Must Provide Upper Ventilators) (Ft,) Off -Ridge Amt.
<br />TRUSSES TO BOTTOM SIDE OF Req.)
<br />PLYWOOD. BLOCK MUST BE
<br />"PITCH CUT" (SEE ELEVATIONS) Total Ventilation
<br />TO PROVIDE AS MUCH CONTACT ATTIC Provided by
<br />AS POSSIBLE TO UNDER SIDE SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of Upper
<br />OF ROOF DECK. ALL JOINTS SQ. IN. of of ventilation to Ventilators
<br />of vented IN. of SQ. IN. of SQ. IN. of (See Elev)
<br />AROUND BLOCKING MUST BE ventilation vented be provided
<br />required SO�t ventilation soffit by upper Ventilation Ventilation
<br />CAULKED WITH APPROVED FIRE needed required
<br />CAULKING. needed ventilators
<br />SEE PLAN Main
<br />0.0 2.0
<br />TOP OF PLATE Floor 901 865 124 432 31 216 __. _ _._.__. 276.0
<br />�.` (Zone 1) 0.0 276.0
<br />Main Floor 0.0 2.0
<br />(Zone 2) 886 851 122 425 30 213 -- -.-- 276.0
<br />0.0 276.0
<br />- TYPE "S" MORTAR Upper Floor 0.0 2.0
<br />(TYP.) (Zone 3) 1012 972 139 486 35 243 _ _ 276.0
<br />- _ 0.0 276.0
<br />UpperFbor 0.0 2.0
<br />(Zone 4) 1008 968 138 484 35 242 - 276,0
<br />- 8" CONC. BLOCK 0.0 276.0
<br />CLASSIFICATION D-2 ..__ ..-- ____.. _-- --_.. _-
<br />PER UL U905 (TYP.), PER "NOTE"
<br />UL U905, MASONRY WALL GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS
<br />PROVIDES 2-HOUR REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL.
<br />PROTECTION
<br />SCALE:3/4"=1'-0"
<br />"REFER TO STRUCTURAL DETAILS FOR
<br />ADDITIONAL INFORMATION.
<br />NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT NON -VENTED SOFFIT
<br />1
<br />SEE DETAIL 55/D-1 FOR
<br />SEE DETAIL 551D-1 FOR
<br />' INFORMATION ON FIRE
<br />4'- 1, 4' 0" INFORMATION ON FIRE
<br />BLOCKING @ EAVE
<br />BLOCKING @ EAVE
<br />40040,
<br />2
<br />N =
<br />N =
<br />a
<br />a
<br />NON -VENTED SOFFIT
<br />1 NON -VENTED SOFFIT 1
<br />SEE DETAIL 55/D-1 FOR NON -VENTED SOFFIT
<br />4'- 6 4' 0" INFORMATION ON FIRE 4'-0" 4'-0"
<br />BLOCKING @ EAVE
<br />2
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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 />Resldential
<br />7M Edition. Engineer's signature and seal is only for
<br />the str udural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB NO: 22-12560-12553
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />10
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