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2X4 TOP PLATE <br />PRE-PAB TRUES <br />IR' GLG. DOARD <br />1/2' ORYWALL T• r <br />SECURE SIT. — <br />PLATE TO SLAB <br />W/ N9d MASONRY <br />NAIL • 32' OG. <br />MAX <br />FIN. FLR <br />2X4 WCOO <br />STUDS e24' <br />o_ <br />SLAB <br />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 16' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />TYP. INT. WALL NON—BRG. <br />D1 SCALE, 3/4'•I'-D' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 9051.E <br />ROOF SHEATHING <br />THICKNESS AS PER <br />8 4EET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT POR LAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- 5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />Za PIPE THROUGH BOND BEAM <br />D1 SCALE- 3/4'•I'-V' <br />B" GYPSUM BOA <br />OR I/!' HIGH <br />STRENGTH CLG. <br />BOARD <br />SEE ENEMY CODE FORMS <br />INSULATION R-VALUES <br />REPERENCE STRUCTURAL <br />m. PER ELEVATION <br />TYP. <br />OH. <br />R-4.1 INSULATION —� <br />�WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Lx2 P.T. PURRING <br />STRIPS • 24. O.C. <br />8' cm <br />1/2' GYP. WL. BD.� <br />WOOD BASE <br />0'-®' FIN. Put _ <br />. a <br />W/ WINDOW OPENING <br />n <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PBCR 908.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <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. PLR <br />a. <br />B TYP. WALL SECTION <br />NO OPENING NOTE; <br />PER SECTION FBCR Wrpll - FOR <br />(I)I—STORY HIP BLOCK WALL 4R122,, Ag2-AYER UNDERLAYMENT <br />D1 SCALE 3/4'.r-C' SYSTEM IS REQUIRED. FOR ROOF <br />SLOPES OF 4.12 OR GREATER (1) <br />LAYER UNDERLAYMENT 18 <br />PERMITTED BUT MUST BE PER ASTM <br />0226 TYPE 11, ASTM D 486S TYPE <br />IV, OR ASTM D 6151 <br />w <br />i!i <br />I.�:�.T.T.Ti•.�:•: <br />e•�D:�:il� <br />'_III <br />e GAS UNE THRU BLOCK_ I <br />r\GARAGE DOOR JAMBS <br />llpy''a D1 SCALE: 1I/2'.I'-®' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />N"Pt MAD <br />cm m <br />,­2X4 SPF 24' O.G. MAX. — <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x 15LOCKNG 15ETUJEEN TRUSSES <br />.—PER STRUCTURAL DETAILS <br />STIFFISACK AT ALL UPRIG" <br />PER STRUCTURAL DETAILS <br />iA.A TRL" <br />CONT. 2x RAT RUN SECURED PER—/� <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />Ir <br />\ 5/0' 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 />0-0' FIN. FLR <br />a. <br />8' CMU v. <br />• 4 <br />n W/ WINDOW OPENING <br />n <br />R-4.1 MSULATICN <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURER SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24. O.C. <br />1/2' GYP. M. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 90B.U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SWEAT14MG <br />THICKNESS AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI. <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />cm <br />10 0'-0' FIN. PLR <br />a. <br />B TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D1 SCALE 3/4'.I'-V' <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO,FL32750 <br />PH:407-7748078 <br />FAX: 407-7744078 <br />www.aldesigngroup.com <br />AA M: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813886-2628 <br />FAX: S134862802 <br />SUDDIV 89 LOT: <br />SILVERADO <br />LOT #18 <br />BLK #13 <br />PROJTSCTp <br />1[OIRELa <br />2795— D <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 APH 4A B <br />