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2X4 TOP PLATE - <br />I -A Y <br />PRE-FAB TRUSS <br />V2' CLG. BOARD <br />1/2' DRYWALL T'rr <br />SEOJRE ST. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL M 32' Or — <br />MAX <br />FM. FLR. <br />2X4 WOOD <br />STUDS #24. <br />O.C. <br />SLAB <br />NV I t:.71 UWO IN <br />PARTITIONS SUPPORTING <br />ALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN I6' O.G. OR NOT <br />LESS THAN 2xb, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />MTYP. INT. WALL ( NON— HRG. ) <br />D1 SCALE: s/a•.r-®• <br />FIBEIWxLASS SHINGLE& <br />OVER "30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWbJ.1 <br />ON &' O.S.B. SHEATHING <br />OR k CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5/e' GYP8l2'1 BO <br />OR 1/2' HIGFI <br />STRENGTH CLG. <br />BOARD <br />OL PER ELEVATION <br />SEE ENE14"Y CODE FORMS <br />INSULATION R-VALUES <br />DEFERENCE STRUCTURAL <br />0. PER ELEVATION <br />TYP. <br />O.H. <br />R-4.1 INSULATION <br />WNDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />I <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING—� <br />STRIPS M 24' O.G. <br />8' CMU <br />1/2, GYP. ILL. <br />/ WOOD BASE —� <br />FISERGLASS SHINGLES <br />OVER "30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R908JJ <br />ON I}' OAS. SHEATHING <br />OR }' COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />MYY LOO <br />tr WAWA IGn bM LNI <br />r cm <br />W. MVP. a- W. <br />YOM MAN <br />2 GAS LINE THRU BLACK <br />exM• w'.r.r <br />FIBERGLASS SHINGLES <br />OVER "30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RW5.1.1 ON j' OA.B. <br />SHEATHING OR j' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />In' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />I'-0' <br />TYP. <br />IR• Tmm 2 COAT - <br />FORTLAW Callow <br />FLAaTM AMAW <br />0"4* LY TO <br />MASOMW <br />D TO FILL <br />psm <br />AL Aa <br />woo <br />ma VlRTICAL TROGIC I, ` rrs DOM <br />s GARAGE DOOR JAMBS <br />D1 SCALE; 11/2'■I'-V' <br />2X4 SPF 24' O.C. MAX. <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x 8LOCKIN65; BETWEEN TRU88Ea FIBEIHaLASS SHINGLES <br />PER STRUCTURAL DETAILS OVER "30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RW5.1.1 ON J' OAS. <br />STIFF5ACK AT ALL UPRIGHTS SHEATHING OR j' CDX <br />PER STRUCTURAL DETAIL 8 PLYWOOD SECURED PER <br />®. FASTENER SCHEDULE <br />—PRE-�' WD. TRU88 TYP. MTL. DRIP EDGE <br />J-dO.N. <br />PER ELEVATION 2x FASCIA PER <br />ELEVATIONS <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS / VENTED SOFFIT <br />SEE ENERGY CODE FORMS FORD <br />INSULATION R-VALUES PRE-ENG. GABLE TRUSS <br />PER ELEVATION WEEP SCREED <br />BID' GYPSUM \ HIGH STRENGTHCCLG.G. BOARD 2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />PORTLAND CEMENT <br />MANU ACTOR ION TCOAIED <br />WINDOW ATTACHMENT AS PER <br />DIRECTLY <br />MANUFACTURES BPECIFICATIONB PLASTER APPLIED <br />REFERENCE 1H • H / <br />STRUCTURAL <br />Ix2 P.T. FURRING k� <br />STRIPS M 24' Or — <br />In * GYP. WL. BD. CMU <br />WOOD BASE <br />0'-0' FIN. FLR,L 0'-C' FIK FLR 0'-0' FIN. FLR 0'-0' FN. FILM <br />L4 <br />n W/ WINDOW OPENING TYP. WALL SECTION n W/ WINDOW OPENING <br />n TYP. WALL SECTION <br />NO OPENING NOTE: " D NO OPENING <br />PER SECTION W5.1.1 - FOR ROOF <br />SLOPES 2:I2 TO LESS THAN 4i2, A <br />5 1—STORY HIP BLOCK WALL (2) LAYER UNDEIRLAYMENT SYSTEM <br />D1 SCALE: 3/4'.r-C' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST 5E PER ASTM 0226 TYPE II, <br />ASTM D 486S TYPE IV, OR ASTM D <br />6151 <br />6 1—STORY GABLE BLOCK WALL <br />D 1 SCALE. 3/4*-1'-0' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup,com <br />AA N: 0003325 J <br />MINE <br />� <br />1pyp <br />� <br />y1Wj <br />ass <br />aUBDiv as LOT <br />ABBOTT PARK <br />LOT #19 <br />BLK #15 <br />PROJECT# <br />04181.000-19151 <br />MODELa <br />4EAB <br />"1672—ARIA" <br />GARAGE SWWO: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />