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-- <br />JNDERSIDE OF STRUCT. i� <br />8" CONCRETE BLOCK. <br />3/4" 3-COAT STUCCO. PROVIDE <br />ELASTOMERIC WATERPROOFING, <br />PRIME & PAINT. COLOR TO BE <br />SELECTED BY OWNER. <br />�U ., <br />EXPOSED STRUCTURE. <br />8" REINFORCED CONCRETE BLOCK. <br />SEE STRUCTURAL DRAWINGS. <br />INT. <br />3/4" - 3 COAT STUCCO ON PAPER <br />BACKED METAL LATH (1) LAYER <br />ON 30 LB. FELT PAPER <br />5/8" EXTERIOR GRADE <br />DENSGLASS SHEATHING <br />EXT. <br />PAINT FINISH TO BE SELECTED <br />BY ARCHITECT/OWNER <br />3.5" 16 GA. MTL STUDS @ 16" O.C. <br />W/ TOP AND BOTTOM TRACK <br />-EXPOSED STRUCTURE. <br />-8" REINFORCED CONCRETE BLOCK_ <br />SEE STRUCTURAL DRAWINGS. <br />INT. <br />NOTES: <br />TYPE WALL FROM 14'-6" A.F.F. TO THE PARAPET. SEE ELEVATIONS. <br />EXT. <br />12" CONCRETE BLOCK. <br />3/4" 3-COAT STUCCO. PROVIDE <br />ELASTOMERIC WATERPROOFING, <br />PRIME & PAINT. COLOR TO BE <br />SELECTED BY OWNER. <br />1, 04 <br />EXPOSED STRUCTURE. <br />12" REINFORCED CONCRETE BLOCK. <br />SEE STRUCTURAL DRAWINGS_ <br />INT. <br />INTERIOR <br />6" - 20 GA. STEEL STUDS <br />@ 16" O.C. WITH FIRE <br />STOPS @ 8'-0" VERT. <br />EXTEND PARTITION <br />TO UNDERSIDE OF <br />DECK UL-U419. <br />6", 20 GA, STEEL <br />RUNNER SECURI <br />ANCHORED <br />TO EXISTING STI <br />W/ 3/4" <br />DEEP POWER AC <br />FASTENERS @ 1 <br />'EE SECT.& FINISH SCHED` <br />-OR ADD. INFO <br />6", 20 GA. STEEL RUNNER <br />SECURELY ANCHORED TO <br />STRUCTURE W/ SELF <br />TAPPING SCREWS FOR <br />LTWT CONC. AND METAL <br />DECK OR TAPCONS FOR <br />SOLID CONC. @ 16" O.0 <br />FIRE STOP @ 8'-0" MAX <br />INTERIOR <br />2 LAYERS TYPE "X" GWB <br />EACH SIDE TO BOTTOM OF <br />STRUCTURE. FINISH AS <br />SCHEDULED <br />GLASS FIBER OR <br />MINERAL WOOL <br />INSULATION R-19 <br />JOINT W/ FIRE SEALANT <br />CONC. SLAB <br />(RE: STRUCT DWGS) <br />=) TOP OF CONCRETE SLAB <br />POW <br />; SEE SECT.FOR HEIGHT <br />ELEVATION <br />DESIGN NO. U419 (SEE SHEET 7/A-8.3) <br />WALL TYPE A WALL TYPE B WALL TYPE C )NOT USED WALL TYPE E <br />SCALE: (�)___ARTITION <br />2" X 6" FIRE TREATED <br />W.D. FRAMING ON DOUBLE <br />FRAMING STUDS <br />2 LAYERS, e " THICK y <br />EACH SIDE <br />6" - 16 GA, <br />STEEL STUDS @ 12" O.C. MAX_ <br />W/ HORIZONTAL BRACING @ <br />T-0" O/C STAGGERED <br />UL-419 1 HR DEMISING PARTITION <br />(SEE SHEET 7/A-8.3) <br />b"5IttLU_ <br />SEE STRUC <br />2 LAYERS, e <br />EACH SIDE <br />6" - 20 GA. <br />STEEL STUDS @ 16 O.C. <br />NOTE: SEE 2 HR RATED DETAIL No. U419 <br />& WALL TYPE E <br />(eSCA <br />ALL TYPE F COLUMN DETAIL (0.?T USED NOT USED NOT USED <br />E: 1 1/2" = 1'-0" 2 HR RATED PARTITION SCALE: 1 1/2" = V-0" STEEL COLUMN RATING - 2 HRO <br />SCALE: SCALE: <br />■ <br />UuSignTec <br />I r1n ti n all <br />Associates, Inc. AA26001933 <br />Architecture • Planning • Interior Design <br />14125 N.W. 80th Ave. Suite 303 <br />Miami Lakes. Fl. 33016 <br />T. 786-235-9097 <br />F. 305-362-4420 <br />dtiinfo@dtiarchitect.com <br />vvr m-citiarch itect. cam <br />Revisions: <br />Date Description <br />10.30.20 ISSUED FOR BID <br />Z <br />N <br />WM <br />M <br />�O <br />W <br />Z <br />W <br />u- <br />Q <br />W <br />M <br />oC <br />0 <br />v <br />= <br />IL <br />m <br />W <br />m <br />o <br />OW <br />wa <br />ZW <br />�a <br />w <br />�H <br />p <br />O <br />d' <br />W <br />Q <br />Z�ti <br />z <br />i <br />Q� <br />O <br />0 <br />Uj <br />�In <br />Z <br />M <br />M�U <br />W <br />0� <br />JON <br />L <br />}� <br />�O <br />1.20 <br />R� <br />W <br />oC <br />2 <br />O <br />p� <br />aC <br />ad <br />J <br />-j <br />QVW <br />co <br />tW <br />> <br />Z <br />a <br />= <br />OW <br />= <br />sW <br />�N <br />OW <br />- <br />= <br />OC <br />N <br />IL <br />Job Number: <br />19093.01 <br />File name: <br />Issued Date: <br />10.30-20 <br />Drawn by: <br />J.0 <br />Checked bv: <br />C.P <br />I � <br />- SHEET NAME - I I <br />WALL TYPES <br />977— <br />T USED <br />11 <br />#! <br />NOT USED <br />CALE: <br />OT USED <br />VCA? <br />NOT USED NUSED <br />1 SCALE: qe,?T <br />SHEET NUMBER <br />A-8.2 <br />