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+ 24'-8" <br />TOP OF PARAPET. <br />SEE STRUCT. DWGS. <br />AL + 17'-4" <br />J. BEARING @ LOW POINT. mm <br />SEE STRUCT. DWGS. <br />+ 14'-6" <br />BOTTOM OF CONC. BEAM <br />SEE STRUCT. DWGS. <br />+ 10'-0" <br />.................................................... <br />BOTTOM OF CONC. BEAM <br />SEE STRUCT. DWGS. <br />+ 0'-0" <br />F.F.E. <br />Ah + 24'-8" <br />TOP OF PARAPET. <br />SEE STRUCT. DWGS. <br />+ 23'-2" <br />TOP OF PARAPET. <br />SEE STRUCT. DWGS. <br />+ 21'-0" <br />TOP OF PARAPET. <br />SEE STRUCT. DWGS. <br />VARIES <br />ROOF DECK <br />+ 17'-4" <br />J. BEARING <br />SEE STRUCT. DWGS. <br />+ 14'-6" <br />B.O. STUD FRAMING <br />SEE ELEVATIONS <br />B.O. CANOPY <br />+ 0'-0" <br />F.F.E. <br />2 <br />rL + 23'-2" <br />TOP OF PARAPET. <br />SEE STRUCT. DWGS. <br />+ 21'-0" <br />TOP OF PARAPET. <br />SEE STRUCT. DWGS. <br />+ 17'-4" <br />J. BEARING @ LOW POINT <br />SEE STRUCT. DWGS. <br />+ 0'-0" <br />F.F.E. <br />BUILDING SECTION <br />BUILDING SECTION <br />SCALE: 3/16" = V-0" <br />BUILDING SECTION <br />SCALE: 3/16" = V-0" <br />FLOOR PLAN KEYED NOTES <br />ITEM # <br />DESCRIPTION <br />8" CMU , 3/4" 3 COAT SMOOTH STUCCO PAINTED. <br />ALUMINUM GLASS STOREFRONT & ALUMINUM DOORS, <br />COLOR: TO MATCH SHERWIN WILLIAMS 7757 HIGH REFLECTIVE WHITE. REFER TO <br />WINDOW AND DOOR SCHEDULE. <br />aPARAPET <br />SUPPORT. SEE DETAIL 4/A-8.0 & STRUCTURAL DWGS. <br />3/4" - 3 COAT STUCCO ON PAPER BACKED METAL LATH (1) LAYER ON 30 LB. FELT <br />PAPER ON 5/8" EXTERIOR GRADE DENSGLASS SHEATHING SECURELY ON 3.5" 16 GA. <br />STUD FRAMING SPACED @ 16" O.C. G.C. SHALL PROVIDE CONTROL JOINTS @ EVERY <br />10'-0" O.C. UNLESS OTHERWISE SPECIFIED IN EXTERIOR ELEVATIONS. PAINT FINISH <br />TO BE SELECTED BY ARCHITECT/OWNER. <br />1" FURRING W/ R=4.3 MIN. RIGID INSULATION IN CAVITY TO UNDERSIDE OF DECK <br />(NOT FINISH) <br />aPROVIDE <br />CANTILEVERED CANOPY W/ STEEL OUTRIGGERS BY AMERICAN PRODUCTS INC. OR EQUAL. <br />SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A DELEGATE <br />LICENSED PROFESSIONAL ENGINEER, CONTRACTOR SHALL PROVIDE A COPY OF THE <br />SHOP DRAWINGS TO THE TENANT FOR REVIEW. <br />SCORE LINE STUCCO FINISH. SEE ELEVATIONS FOR SPECS. <br />CONCRETE FOOTING. SEE STRUCTURAL DRAWINGS. <br />❑9 <br />EXPOSED GRADE SPACE SPECIFIC REQUIREMENTS PER LANDLORD / TENANT WORK <br />LETTER AGREEMENT. <br />10 <br />ROOF MEMBRANE AND INSULATION. RE: ROOF PLAN A-3.0 <br />HMETAL <br />DECK. RE: STRUCTURE. <br />12 <br />STEEL GIRDER. SEE STRUCTURAL DRAWINGS. <br />13 <br />STEEL JOISTS. RE: SEE STRUCTURE DWG'S. <br />14 <br />ROOF FLASHING. RE: DETAIL 1 & 4 /A-3.1 <br />15 <br />REINFORCE CONCRETE BEAM. RE: STRUCTURE. <br />16 <br />PAINTED CONC. BLOCK. <br />17 <br />CONCRETE COLUMN. SEE STRUCTURAL DWG'S. <br />H6" <br />STEEL COLUMN. SEE STRUCTURAL DWG'S & DETAIL 7/A-82 <br />19 <br />2 HR RATED PARTITION - SEE DETAIL 5/A-8.2 <br />6"D X 18" W CONCRETE FOOTING FOR DEMISING WALL TO FOR FOOTING TO MATCH PROPOSED <br />20 <br />CONCRETE SLAB ELEVATION REF. TO SHEET A-8.1 DETAIL 3 FOR ADDITIONAL INFORMATION. <br />21 <br />METAL STUD PARTITION ON ROOF. SEE STRUCTURAL DWG'S. <br />EXPOSED GRADE COMPOSED OF CLEAN COMPACTED FILL TO A MIN. OF 95% DENSITY <br />22 <br />5" BELOW PROPOSED FINISH CONCRETE SLAB ELEVATION. <br />23 <br />INTERIOR FINISH BY FUTURE TENANT; EXPOSED WALL INSIDE OF BUILDING <br />8" X 8" CAST IN PLACE CONCRETE SILL AT ALL DOORS & STOREFRONT PENETRATIONS <br />24 <br />H <br />REFER TO SHEET A-8.1 DETAIL 8 <br />25 <br />8"D X 12"W CAST IN PLACE CONCRETE. REFER TO SHEET A-8.1 DETAIL 8 <br />26 <br />12" CMU , 3/4" 3 COAT SMOOTH STUCCO PAINTED. <br />NOTE: GENERAL CONTRACTOR VERIFY IN FIELD ALL INFORMATION GIVEN IN THIS PLAN <br />TO MEET FBC 2017 AND FLORIDA NFPA 2012 CODE AND STANDARDS. <br />THE INTERIOR SURFACE OF DEMISING WALL SHALL BE TAPED AND SANDED FROM THE <br />FLOOR TO THE ROOF DECK TO ACCEPT TENANT'S FINISHES. <br />0 ?; <br />4e0 ' <br />t <br />if <br />is <br />i; <br />i <br />SITE <br />KEY PLAN <br />NOT TO SCALE <br />L e Y,~ e c <br />■ <br />Internationa <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 />dtiirifo@dtiarctiitect.com <br />dtiarctiitect.com <br />www.dtiarchitect.com <br />S / <br />GA �O <br />AR 1 79 � <br />Carlos Pizarro, R.A. <br />AR - 0013079 <br />Revisions: <br />Date Description <br />V_ <br />O <br />Z <br />0 <br />N <br />�Q <br />M <br />0 <br />�0 <br />WZw� <br />aWU)� <br />W <br />CO <br />w <br />o <br />J <br />Z <br />> <br />LLI <br />J <br />V <br />a. <br />E— <br />W <br />Q <br />0 <br />O <br />U) <br />� <br />aZ <br />ZCL <br />�� <br />a� <br />O0J <br />LI L <br />W <br />Ln <br />J=u <br />zM <br />m�Oa. <br />0 <br />acr <br />J <br />Z <br />F. <br />0 <br />a�� <br />WLL, <br />W2 <br />0 <br />a <br />OC <br />0 <br />pC�W <br />M� <br />tA�Z <br />a= <br />U 0=W <br />sW <br />N <br />OW <br />IL <br />- <br />= <br />OC <br />N <br />a <br />Job Number: <br />19093.01 <br />File name: <br />Issued Date: <br />03.30.20 <br />Drawn by: <br />J.0 <br />Checked by: <br />C.P <br />SHEET NAME <br />BUILDING <br />SECTIONS <br />SHEET DUMBER <br />A-5.0 <br />