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2X4 TOP PLATE - <br />PRE -FAD TRUSS <br />la' CLG. BOARD <br />1/2' DRYWALL -­_ TV)r <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ Imd MA80NRY <br />NAIL a 32' Or — <br />MAX <br />FIN. FLIt <br />2X4 WOOD <br />STUDS n4' <br />O.C. <br />SLAB <br />NIV I t-1i.'JIUU* 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 16' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />1 TYP. INT. WALL (NON—BRG.) <br />D1 SCALE. 3/4'.I'-V' <br />FIBERGLASS SHINGLES <br />OVER'30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW5.0 <br />ON J' OAS. SHEATHING <br />OR p COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />1 -®' <br />TYP. <br />ELEVATIONS <br />O.N. <br />VENTED SOFFIT <br />I <br />h <br />I <br />1/2' THICK, 2 COAT PORTLAND <br />I <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />__ <br />p/a' GYPSUM BI <br />OR 1/2, HIGH <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GLUT <br />W/ (I)- "5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2A PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'.I'-0' <br />ENERGY CODE FORMO <br />ATION R-VALUES <br />RENCE STRUCTURAL <br />ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS • 24' O.C. <br />8' Cm <br />1/2, GYP. ILL. BD. - <br />WOOD BASE — <br />0'-0' FIN. FLR,L <br />a <br />m <br />,a <br />n W/ WINDOW OPENING <br />ti <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RwblI <br />ON 0.89. SHEATHING <br />OR CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE -ENS 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 />_ J 0'-0' FIN. FLR <br />a. <br />TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />SLOPES 212 TO LESS THAN 1 12, A <br />4 l—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />D1 SCALE. 3/4'•I'-O' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER (U LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE 11, <br />ASTM D 486'5 TYPE IV, OR ASTM D <br />(2i5'1 <br />rum <br />cm <br />' mTK U-ao. <br />2B GAS LINE THRU BLACK <br />N••fi <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RwD.0 ON 1' osa <br />SHEATHING OR;' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />1'-0' <br />TYP. <br />MTL. DRIP EDGE O.H. <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 />Reo vovameAm DOOR <br />e x AL m'� i Amy orwm <br />by m^p. <br />FASTEaD TO macro <br />TRAM op"c1cm <br />uv naoo= <br />AFF WVAL SE& <br />3 GARAGE DOOR JAMBS <br />D1 SCALE: I I/2'•I'-0' <br />1_2X4 SPF 24' O.G. MAX. <br />SECURE W/ f2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />-PER STRUCTURAL DETAILS <br />STIFFBACK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD.TRUSS <br />CONT. 2x RAT RUN SECURED PERZ /� <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />If <br />\ 5/0' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING - <br />STRIPS • 24' O.G. <br />1/2' THICK, 2 COAT— 1/2' GYP. ILL. 190- <br />PORTLAND CEMENT _ <br />PLASTER APPLIED WOOD DARE <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />d a <br />p. CMU a. <br />ti <br />4 <br />n W/ WINDOW OPENING <br />n <br />FIBERGLASS SHINGLES <br />OVER 90 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RW5.1.1 ON l' Oms. <br />SHEATHING OR k COX <br />PLYWOOD SECURED PER <br />m. FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />OH. <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />\—PRE-ENS. GABLE TRUSS <br />WEEP SCREED <br />N�--2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />CMU <br />4, 0'-O' FM. FLR <br />n � <br />TYP. WALL SECTION B <br />NO OPENING <br />�l—STORY GABLE BLOCK WALL —STORY GABLE BLOCK WALL <br />D1 SCALE. 3/4'.I'-0' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />L AA #: 0003325 J <br />h <br />1� <br />V <br />i+ <br />r <br />o <br />aUDDIV. as L.OT <br />SILVERADO <br />LOT #41 <br />BLK #18 <br />PItOJSCT <br />04128.00—41181 <br />HODSLa <br />4EBB <br />"1828—CALI" <br />OA tAOS DWINO: <br />RIGHT <br />PADS: <br />DETAILS <br />150 MPH EXP. B <br />