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��.}�-yr���-. 2X4 TOP PLATE <br />� <br />RN^ T <br />PRE-FAB TRU88 <br />1/2' CLG. BOARD <br />- IR' DRYWALL V <br />SECURE BT. 2X4 WOOD <br />RATE TO SLAB STUDS 024' <br />W/ IOd MASONRY or_NAIL • 32. O.C. <br />MAX 1 t <br />SLAB <br />MOTE: 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 IV O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' Or - <br />FIN. FLR Y 1 ' <br />TYP. INT. WALL (NON —BRIG.) <br />21 SCALE: 3/4'-I'-0' <br />FIBERGLASS SHINGLES <br />OVER 10 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905.1.1 <br />ON J' O.S.B. SHEATHING <br />OR a COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />I -®' <br />TYP' <br />_ <br />ELEVATIONS <br />ou. <br />VENTED SOFFIT <br />I � <br />I I <br />1/2' THICK 2 COAT PORTLAND--J-- <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR.l <br />5/8' GYPSUM & <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/ (1)- 05 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2)a PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'-1'-0' <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.C. <br />8' CMU <br />1/2, GYP. WL. BD: <br />WOOD BASE — <br />d e <br />9J . <br />n W/ WINDOW OPENING <br />n <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW5.1.1 <br />ON 1}' O.S.B. SHEATHING <br />OR Ij' COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />IA' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />a <br />B TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />(:�TO LETH1A <br />�1—STORY HIP BLOCK WALL (2)SLOLAYERPES2:12 UNDERLAYMENTSS AN 4SYS:2,TEM <br />1 SCALE: 9/4'-1'-®• 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 II, <br />ASTM D 486S TYPE IV, OR ASTM D <br />6'15'1 <br />;ruc.ro SSAL <br />2B GAS LINE THRU BLACK <br />N•.T-O' <br />FIBERGLASS SHINGLES <br />OVER "30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R908.1.1 ON J' CAB. <br />SHEATHING OR }' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />I'-m' <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 />in, TH WK 2 COAT - <br />PCOMA-0 Comm <br />RASTER APPLIED <br />DIRECTLY TO <br />MIAOM RY <br />- OALV. STM----- <br />Pam VERTICAL TRACK <br />or MATS. <br />FASTENED TO <br />TRACK ORACM <br />Iu/ PRODUCT <br />APPROVAL REO, <br />v om SEE <br />STM CTURAL POR <br />RES� <br />2.0 P.T. W <br />ATTACHED TO PILL <br />CELL AS PER <br />APPROVAL REO. <br />SEALANT t <br />StO! RODBACKER <br />EEATHER ST1tlP <br />MOULDSTo ALL <br />AMINO (BY <br />DOOR TWJFJ <br />_rg'� GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'-I'-0' <br />_2X4 SPF 24. O.C. MAX_ — <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS-- <br />STIFFBACK AT ALL UPRIGH' <br />ZSTRUCTURAL DETAILS <br />-ENG WD.TR.188 <br />COVET. 2x RAT RUN SECURED PER -/ <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/S' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIPICATIONS <br />Ix2 P.T. FURRING - <br />STRIPS a 24' O.C. <br />1/2' THICK 2 COAT— 1/2' GYP. WL. BD.- <br />PORTLAND CEMENT <br />PLASTER APPLIED WOOD BASE — <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />4. <br />W/ WINDOW OPENING <br />FIBERGLASS SHINGLES <br />OVER A30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R305.1.1 ON J' OU3U:. <br />SHEATHING OR I' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />OH. 2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. 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 />Eil <br />V'-0' FIN. FLR <br />a <br />n TYP. WALL SECTION <br />NO OPENING <br />t 5 1—STORY GABLE BLOCK WALL <br />D1)SCALE, 3/4'-I'-C' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-T746078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA S: 0003325 <br />p� <br />h <br />NEW <br />If va�i <br />� <br />CY <br />B <br />a <br />REE <br />aL78DIV. Ac LOT: <br />IN <br />SILVERADO <br />LOT #38 <br />BLK #18 <br />PROJECT <br />04128.001-38181 <br />MODEIA <br />4EWB <br />"1499—FREEPORT" <br />GARAGE 9WING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH W. B <br />1 <br />DRurr "I <br />ATE: 07/24/20 <br />OcAI-E: 1/4"=V-0" <br />EHEET <br />D1 <br />