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2X4 TOP PLATE <br />PRE -FAD MISSB 10' CL& OARD <br />7 <br />IQ' DRYWALL --,— 1V)r <br />SECURE BT. — <br />PLATE TO $LAD <br />W1 10d MASONRY <br />NAIL ♦ 32' O.G. <br />MAX <br />FIN. FILM <br />2X4 WOOD <br />STUDIO ♦24. <br />O:C, <br />BLAB <br />NQ;IW .71 uvD 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 16' O.G. OR, NOT <br />LESS THAN 2x6, WHEN <br />SPACED NOT MORE <br />THAN 24' O.C. <br />1 TYP. INT. WALL NON—BRG. <br />D1 SCALE, 314'.I'-C' <br />FIBERGLASS SHINGLES <br />OVER OM FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWDJJ <br />ON l' CAD. SHEATHING <br />OR k CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />,e1 <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />I -0 <br />Tom' <br />ELEVATIONS <br />O N. <br />VENTED SOFFIT <br />I <br />I <br />� <br />� <br />V2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />,5/8' GYPSUM Ek <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (I)- 5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />m PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'.I'-V' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER 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.G. <br />e' GMU <br />1/2' GYP. WL. BD. - <br />WOOD BASE — <br />0'-0' FIN. FLR- i <br />m. <br />4' <br />n W/ WINDOW OPENING <br />ti <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RS05J.1 <br />ON J' ObD. SHEATHING <br />OR k CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <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'-0' FIN. FLR <br />a. <br />TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION SM.1.1 - FOR ROOF <br />4 1—STORY HIP BLOCK WALL (2) LAERI19 UNDERLAYMENT SYSTEM <br />D1 SALE' 3/4'.I'-C' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE 11, <br />ASTM D 486S TYPE IV, OR ASTM D <br />6151 <br />a.♦ Los <br />►n KBMion GMLN <br />rcm <br />w'GYP. 4. go. <br />KOM RAN <br />s GAS LINE THRU BIACK <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R808J.1 ON J' ObD. <br />SHEATHING OR;' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. <br />MTL. DRIP EDGE O.H. <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE -ENS. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />I'Be a4LV. at�L <br />p0, vaRaCAL TRACK OVa1604D DOOR <br />my rMV. BY a"4m <br />14s1�TO RORI <br />TWA= BRACKM <br />au mooum <br />AFmDVAL REi <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.1'-& <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS-\ <br />STIFFBACK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD.TRU88 <br />CONT. 2x RAT RUN SECURED PERJ/ <br />STRUCTURAL DETAILS J/ <br />SEE ENEMY CODE FORME FOR <br />INSULATION R-VALUES <br />.kPER ELEVATION <br />5/8' 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.C. <br />V2' THICK, 2 COAT— - 1/2' GYP. WL. 6D.- <br />PORTLAND CEMENT _ <br />PLASTER APPLIED WOOD BABE <br />DIRECTLY TO MASONRY <br />0'-0' FM. FLR <br />.e <br />$' Cm 4 <br />..a <br />4: <br />n W/ WINDOW OPENING <br />H <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RS05.LI ON a' Oba <br />SHEATHING OR;' COX <br />PLYWOOD SECURED PER <br />r•0' FASTENER SCHEDULE <br />TYP• MTL. DRIP EDGE <br />O.H. 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 />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />CrJ <br />0'-0' FIN. FLR <br />a .. <br />B TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />lllD 1 SCALE. 3/4'• I'-0' <br />i"I N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX 407-7744078 <br />www.abdesigngroupcom <br />L AA #: 000332E A <br />8 <br />m�i���$ <br />evsDm ae IAT <br />SILVERADO <br />LOT 20 <br />BLK 18 <br />PROJECT <br />04128.00 20181 <br />MODMIa <br />4EBB <br />"1828—CALM" <br />GARAGE EIWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />