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2X4 TOP PLATE <br />PR£-FAB TRUSS <br />V2' CLCk DOARD <br />1/2' DRYWALL —'—��. 7''f' <br />SECURE BT. 2X4 WOOD <br />PLATE TO SLAG STUDS 024' <br />W/ IOd MAGO RY OG. <br />NAIL • 32' O.C. <br />MAX I Ir <br />SLAM <br />NOTE: STUDS IN <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN W O.C. OR NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />FN FLR T <br />(a:)TYP. INT. WALL (NON-BRG.) <br />Di SCALE, 3/4'•I'-V' <br />FIBERGLASS 6H114GLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWSJJ <br />ON J' OAUS. SHEATHING <br />OR k CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE -EKG TRUSS <br />MTL. DRIP EDGE <br />-- <br />2x FASCIA PER <br />1 y <br />TYP. <br />ELEVATIONS <br />O.H. <br />VENTED SOFFIT <br />I I <br />( I <br />1/2' THICK, 2 COAT PORTLAND--// <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLRIL <br />9/S' GYPSUM B! <br />OR 1/2' HIGH <br />8TRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />w/ (1)- "5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2A PIPE THROUGH BOND BEAM <br />pi SCALE: 3/4'.I'-& <br />ENERGY CODE FORME <br />R-4.1 INSULATION — <br />WINDOW ATTACHMENT <br />AS PER MAt PACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' OC. <br />8' CMU <br />1/2, GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHNGLES <br />OVER -30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWb.Ij <br />ON OAS. SHEATHING <br />OR CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE -EKG 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 />0'-v FIN. FLR <br />d a <br />d. <br />tl. ae <br />.a <br />4 <br />(-.,W WINDOW OPENING _TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION 905.1.1 - FOR ROOF <br />SLOPES 2:12 TO LESS THAN 4:12, A <br />4 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />1 SCALE, 3/4'"P-O' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM 0226 TYPE It <br />ASTM D 4069 TYPE IV, OR ASTM D <br />615l <br />» sol L <br />"OR ors LOG <br />2 GAS LINE THRU BLOCK <br />suu •r r <br />FIBERGLASS SHINGLES <br />OVER OW FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R908UU ON J' OAU3. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />1'-0. <br />TYP. <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE -EKG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK, 2 COAT-1/ <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-O' FIN. FLRrI ,[4. Lul4 . _ _ _ 0'-0'FIR FLR <br />S' CMU c <br />L <br />.a 4. <br />ti W/ WINDOW OPENING n TYP. WALL SECTION <br />�P—1 N�O OPENING <br />lea ap�� Eby cm4 coon <br />eV %4Io A <br />s GARAGE DOOR JAMBS <br />Di SCALE: 11/2'•1'-0' <br />_2X4 SPF 24' OC. MAX.—, <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKMG BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS— <br />STIFFBACK AT ALL UPRIGI-r <br />PER STRUCTURAL DETAILS <br />PRE -EKG WD. TRUSS <br />CONT. 2x RAT RUN SECURED PERZ� <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORKS FOR <br />NBULATION R-VALUES <br />J.PER ELEVATION <br />5/S' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />FIBERGLASS SHINGLES <br />OVER s30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R908U.1 ON j' OAUS. <br />SHEATHING OR I' CDX <br />PLYWOOD SECURED PER <br />O. FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />O.H. <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />\PRE-ENCs. GABL <br />E TRUSS <br />`— EP SCREED <br />\-2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />V2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />dx2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />K_5"�1-STORY GABLE BLOCK WALL <br />1 SCALE, 3/4'-P-40' <br />EkTJ <br />A III C N 1 T I C T t <br />Pn <br />1441 N. RONALD REAGAN BU <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />16. AA 8: 0003325 <br />s <br />a <br />0 <br />a <br />0 <br />a <br />aVHDiv. ak LOT <br />SILVEIMO <br />LOT ## 14 <br />BLK ##13 <br />PROJECT,P <br />03719.000-14131 <br />MODEL' <br />"2558—HAWTHORNE" <br />GARAGE DWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DATr. 111/02/20 <br />SCALE: 1/4"=1'-0" <br />skEr.ET <br />D1 <br />