Loading...
11-705R-014STOP CONC. BEAM EL 131-6" CONCRETE PARAPET CAP (REFER TO STRUCTURAL DRAWINGS) CONCRETE BEAM (REFER TO STRUCTURAL DRAWINGS) jh TOP OF CONC. SIAB 'V EL _Q-O" I SLOPE FA MIAMI-DARE COUNTY PRODUCT APPROVED TPO SINGLE PLY ROOFING SYSTEM, COLOR WHITE (TYP.) PRE -MANUFACTURED WOOD TRUSSES (REFER TO STRUCTURAL DRAWINGS) 8- CMU WALL W/ 3/4- STUCCO AT EXTERIOR AND INTERIOR TOP OF CONC. BEAM 1V EL 15'-10" METAL FLASHING AND COUNTER FLASHING 5/8- TYPE -X- GYPSUM WALL BOARD -\ CONCRETE TIE BEAM (REFER TO STRUCTURAL DRAWINGS) GARAGE of STUCCO FINISH CONCRETE (SMOOTH FINISH) (TO BE SELECTED BY OWNER) — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — �':�"77=7777_ 77 T 77, .7777, /Y CONCRETE SLAB (REFER TO STRUCTURAL DRAWINGS) VAPOR BARRIER COMPACTED SOIL la, CONCRETE PARAPET CAP (REFER TO STRUCTURAL DRAWINGS) METAL FLASHING AND COUNTER FLASHING MIAMI-DADE COUNTY PRODUCT APPROVED TPO SINGLE PLY ROOFING SYSTEM, COLOR WHITE (TYP.) PRE -MANUFACTURED WOOD TRUSSES (REFER TO STRUCTURAL DRAWINGS) R=30 BATT INS)LATION METAL FURRING 0 24" O.C. W/ 5/8- GYP. BOARD CONCRETEB REF EA] ( EF�0 STR CTURAL DRAWINGS) R=30 BATT 19NS LATION 8- CMU WALL W/ 3/4- STUCCO GARAGE AND METAL FURRING, R-5 INSULATION + 5/8- GYP. BOARD 0 INTERIOR HALLWAY 3/4" HIGH REVEAL FLOOR FINISH (TO BE SELECTED BY OWNER) CONCRETE SLAB (REFER TO STRUCTURAL DRAWINGS) VAPOR BARRIER COMPACTED SOIL G.C. TO COORDINATE WITH TRUSS MANUFACTURER AND A/C DRAWINGS TO PROVIDE CLEAR OPENINGS FOR A/C DUCTS IN THE TRUSS FRAMING. TYPICAL 13VII011139*15 me CN BEAM W/ 3/4- STUCCO 0 .R C G E I�A D METAL FURRING, R-5 SUI I SULATIO + 5/8- GYP. BOARD 0 INTERIOR 1 as 1x3 P.T. WOOD AND METAL DRIP STUCCO STOP 3" CONTINUOUS VENT 2x12 P.T. WOOD FASCIA CONCRETE BEAM (REFER TO STRUCTURAL DRAWINGS) % CONCRETE EYEBROW WITH WATERPROOFING WATERPROOFING MEMBRANE To (REFER TO STRUCTURAL DRAWINGS) 1 4" PER FT. P T. LOPE SLOPE 4'-0' 1" CONTINUOUS DRIP STUCCO FINISH MAIMI-DADE COUNTY APPROVED IMPACT RESISTANCE GLASS DOOR m in I- :11 L-Q-0" OF CONC. SLAB S;• w. \ j \\\/� (REFER TO STRUCTURAL DRAWINGS) CONCRETE FOOTING (REFER TO STRUCTURAL DRAWINGS) SCALE: 1/2"= 1'-0" E- 46 tic 0 Z 0 to 0 E-4 - CC) u- 00 tli arl- W C'4 0 (o Eo't ld- zp; E 0 n 0 0 E-4 0 I Lo ro o En can z co Lo co Bi 0 to 0 0 0 V� • NORM VATE: I o.3n-gnl 9