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2X4 TOP PLATE <br />PRE -FAD TRUSS <br />V2' CLG. BOARD <br />1/2' DRYWALL —^tom • r <br />SECURE DT. — <br />PLATE TO SLAB <br />W/ Wd MASONRY <br />NAIL a 32' Or - <br />MAX <br />01.m. <br />FIN. FLR <br />2X4 WOOD <br />STUDS a24' <br />OG. <br />BLAB <br />NUIE: 0IUUt) 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, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />(2)TYP. INT. WALL NON—BRG. <br />D1 WALE, 3/4'.I'-V' <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905)U <br />ON J' O.S.S. SHEATHING <br />OR I' COX 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 />9/S' GYPSUM DOA <br />OR 1/2, HIGH <br />STRENGTH CLG. <br />BOARD <br />ATION <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />I'-0' PER ELEVATION <br />7TYP. <br />O.H. <br />R-4.1 INSULATION � <br />�WINDOW ATTACHMENT <br />AS PER MANUFACTURESSP <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRUJG� <br />STRIPS a 24' OTC. <br />B' CMU —� <br />V2' GYP. WL. BD.� <br />WOOD SASE <br />0'-0' FIN. FLR <br />a <br />,a <br />a 4 <br />W/ WINDOW OPENING <br />r� <br />b' DIA. SLEEVE, <br />DO NOT CUT <br />WIND OEAM NOT GUT <br />SOLD GROUT THE WIND <br />UV (I). 'S BEAN <br />(2) COURDE - FIEDARS <br />A PIPE THROUGH BOND BEAM <br />SCALE+ W4.1'-10' <br />FIBERGLASS SHINGLES <br />OVER G30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R805.0 <br />ON J' OAJS. SHEATHING <br />OR p 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 />0'-0' FIN. FLR <br />e <br />B TYP. WALL SECTION <br />NO OPENING NOTE; <br />PER SECTION WD.1.1 - FOR ROOF <br />O 5 1—STORY HIP BLOCK WALL (2) LAYER ERIUNDERLAYMENT SYSTEM <br />D1 SCALE, 3/4'-1'-0' 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 11, <br />ASTM D 486S TYPE IV, OR ASTM D <br />6151 <br />i' P�o amw rox ou uia <br />,cm <br />r am. N_ W. <br />OW aw <br />28 GAS LINE THRU BLOCK <br />vr.r-r <br />FIBERGLASS SHINGLES <br />OVER G30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RW53J ON J' 0.6.0. <br />SHEATHING OR k 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 />a GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'■I'-0' <br />i-2X4 OFF 24' O.G. MAX.---� <br />SECURE W/ (2)12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS^ <br />STIFFBACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRIM <br />CONY. 2x RAT RUN SECURED PER // <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/S' GYPSUM BOARD OR 1/2' <br />NIGH STRENGTH CLG. BOARD <br />1/2' THICK, 2 COAT_A <br />PORILAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR L <br />, d <br />a' ISM a <br />a <br />' 4' <br />n W/ WINDOW OPENING <br />H <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS a 24' Or- <br />1/2' GYP. UA.. SO. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER 930 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RWD.1.1 ON J. O.SD. <br />SHEATHING OR;' CDX <br />PLYWOOD SECURED PER <br />I.-®. FASTENER SCHEDULE <br />TYP MTL. DRIP EDGE <br />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 />V2' THICK 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />CMU <br />J 0'-0' FIN. FLR <br />n TYP. WALL SECTION <br />NO OPENING <br />r6-�l—STORY GABLE BLOCK WALL <br />21 SCALE, 3/4'.I'-O' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750. <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />W W W.8bdesigngroup.wm <br />AA P. 0003325 <br />Is <br />0 <br />BUDDIV. do 210 . <br />14 <br />ABBOTT PARK <br />LOT ##41 <br />BLK. ##9 <br />PItOJT# <br />04181.000-41091 <br />MODMI. <br />4EHB <br />"2605— HAYDEN" <br />OARAGIC OWING: <br />RIGHT <br />PAOL': <br />DETAILS <br />160 MPH EXP. C <br />DAM 6/15 <br />8*1zw <br />D1 <br />1 <br />