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2X4 TOP PLATE <br />r'L I Y <br />PRE-FAS TRUSS <br />I/2' MG. BOARD <br />NOTE: STUDS IN <br />PARTITIONS SUPPORTING <br />1,12' oRYuw L <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE N01 <br />LESS THAN 2x4, WHERE <br />2x4 WOOD <br />SPACED NOT MORE <br />STUDS 024. <br />THAN 16' O.C. OR, NOT <br />Os <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />SLAB <br />FIN. FLR <br />TYP. INT. WALL ( NON- BRG. ) <br />D1 SCALE: 3/4'-I'-V' <br />5' DIA, SLEEVE, <br />DO NOT CUT <br />REBAR <br />PE <br />BOIo BEAM NOT CUT <br />OL SID GROUT THE BOND <br />(2) COME - REBARS <br />A PIPE THROUGH BOND BEAM <br />D1 SCALE, <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />FIBERGLASS SHINGLES <br />OR SYNTHETIC <br />OVER W FELT PAPER <br />PRODUCT, METALLED <br />OR SYNTHETIC <br />PER SECTION RWDJJ <br />PRODUCT, INSTALLED <br />ON J' Ob$. SHEATHIATHI <br />SHEATHING <br />PER SECTION RW5.I.1 <br />OR i' CDX PLYWOOD <br />ON J' O.S.B. SHEATHING, <br />/8' GYPSUM BOA <br />SECURED PER <br />OR Ij' CDX PLYWOOD <br />OR 1/2' HIGH <br />FASTENER SCHEDULE <br />SECURED PER <br />STRENGTH CLG. <br />FASTENER SCHEDULE <br />BOARD <br />—REFERENCE <br />STRUCTURAL <br />PRE-ENG TRUSS <br />SEE ENERGY CODE FORMS FOR <br />PRE-ENG TRUSS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />MTL. DRIP EDGE <br />MTL. DRIP EDGE <br />1'-m' PER ELEVATION <br />2x FASCIA PER <br />TYp <br />2x FASCIA PER <br />ELEVATIONS <br />OA <br />> <br />ELEVATIONS <br />VENTED SOFFIT <br />I R-4.1 INSULATION <br />VENTED SOFFIT <br />WINDOW ATTACHMENT <br />PER MANUFACTURES <br />�AS <br />SPECIFICATIONS <br />I <br />I I REFERENCE <br />STRUCTURAL <br />ix2 P.T. FURRING <br />STRIPS • 24' OZ. <br />1/2' THICK, 2 COAT PORTLAND <br />8' CMU <br />CEMENT PLASTER APPLIED <br />1/2' THICK, 2 COAT PORTLAND <br />DIRECTLY TO MASONRY <br />CEMENT PLASTER APPLIED <br />in- Gyp. WL. BD. <br />DIRECTLY TO MASONRY <br />WOOD BASE <br />0'-O'FIN. FLRj_ <br />a a <br /><. <br />0'-O'FIN. FLR <br />4: <br />W/ WINDOW OPENING TYP. <br />WALL SECTION <br />A <br />B <br />If <br />NO OPENING <br />NOTE: <br />PER SECTION SM.1.1 - FOR ROOF <br />SLOPES 2.12 TO LESS THAN 4:12, A <br />all —STORY HIP BLOCK <br />WALL <br />(2) LAYER UNDERLAYMENT SYSTEM <br />p� SCALE: 3/4'-1'-0' . <br />IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER lU LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE II, <br />ASTM D 486S TYPE IV, OR ASTM D <br />6151 <br />!N"•Y Lr! <br />. NO. <br />: <br />GAS LINE THRU BLACK <br />p Beau, w•.rs' <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R•.108.1.1 ON I' Ob.6. <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-ENG, GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />yr "4M 2 GOAT - <br />"M AMOP <br />DIRlCTLT' TO <br />MAbMW <br />;- TO RLL <br />pale <br />•. IRA <br />Ir�o <br />RO,. vE1lTICAL TI�AOC I. `a, O <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'=I'-0' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STR;IGTURAL DETAILS---\ <br />STIFFBACK AT ALL UPRIGH <br />PER STRUCTURAL DETAILS <br />PRE -ENS WD. TRUSS — <br />CONT. 2x RAT RUN SECURED PER-/ <br />STRUCTURAL DETAILS <br />SEE ENEMY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />If <br />\ 5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-C' FIN. FLR�L <br />e' CMU n <br />a. <br />° a. <br />W/ WINDOW OPENING <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANI,PACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />,Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2, GYP. ILL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />Rw5.0 ON J. ObB. <br />SHEATHING OR Jj' COX <br />PLYWOOD SECURED PER <br />I._,. FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />O.F7. 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 />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2! <br />lk 0'-0' FIN. FLR <br />a <br />B TYP WALL SECTION <br />PENING <br />s 1—STORY GABLE BLOCK WALL <br />p� S0,4LE, 3/4'"I'-0' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />I <br />f <br />o <br />LL <br />BUDDIV. ar I.oT: <br />ABBOTT PARK <br />LOT #5 <br />BLK #7 <br />PROJECT# <br />04181.000-05071 <br />MODELA <br />3EEB <br />"2260—ELSTON" <br />GARAGE 8VIINTG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />9 <br />DA�i'E.• 09/12/19 <br />sSCALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />