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02-930-023_ 1 3 COLUMN BASE SEE PARTIAL ELEVATION: 13/14'm5 TYPICAL CORNER CONDITION 1/4n=1'—On NOTE: SEE DETAIL 10/4904 FOR SCREEN MOUNTING ON PFECA5T PANEL. NOTE: FRECAST FANEL AT PARKING LEVEL5 TO SE DESIGNED TO RES15T BUMFEF LOADING, MANUFACTOR TO SUBMIT LOADING CALCULATIONS NOTE: DASHED LINES DENOTE PANEL EDGES NOTE: PRECAST CONCRETE FANE1-5 INDICATED ON THIS SHEET ARE FOR DESIGN LAYOUT ONI.Y. 000f;RDINATE AND VERIFY ALL DIMENSIONS WITH 5TRUCTUR4 DRAWINGS. 5U5MIT FRE=ENGINEERED SNOB DRAWING5 WITH DIMEN5IONS AND ATTACHMENT DETAILING FOF ARCHITECT'S REVIEW AND APFFOVAL. c. LUMN BASE COLUMN ~ SEE BASE 13/A�05 5EE 1777\�J 13/A'�P�5 5EE DETAIL O 1/A905 COLUMN COVER ELEVATIONS 1/4n=1'—On J NOTE: SCORE LINES TO TURN WPEN EVER V151OLE (TYF) CONCRETE COLUMN BASE PARTIAL ELEVATION MAIN ENTRY CONDITION 3 4503 ��-- \ CAST-IN-P CONCRETE LEDGE .AGE / 3 I I rn o I CAST -IN -PLACE CONCRETE I LEDGE \ — --- ---------------_.—.....---------------------,-- 8„ / I I STUCCO REVEAL TYP. I I I � I I I I I I -1 I I I I END OF BULLNd5E I � I I I I I I I I I I —Li �nr I I I I 1/2' PANEL RECESS �nr I I I I I I I I I I I I S � I I -------------------------- 2 �O5 Q DO NOT ENTER Q NiERRUPTION BAR 5EE 16/At04 CAST -IN -PLACE CONCRETE COLUMN CAST -IN -PLACE CONCRETE COLUMN BASE SEE PARTIAL ELEVATION: 13/4105 / END CONDITION a NHS ELEVS / 1/4n-1'—On 3 J i 4 3 VERT. REVEAL VERT. REVEAL — IN PANEL BTWN PANELS (:8 / nn , n nn , ` 1 1/2 =1-0 1 1/2 =1-0n \ Initwn I .r panel r,ck,r s.,l.nt.... a I r_'�_ .r rnl HORZ. REVEAL HORZ. REVEAL BTWN PANELS IN PANEL BULLNOSE DETAIL 6 3n=1'-0" OWNER/DEVELOPER THE ��anDon L EICOMPANY SUITE 400 4960 S.W. 72 AVENUE MIAMI, FLORIDA 33155 305.662.1421 Z A 'ro—LA A %j/RIcFaRD 7300 S.W. 57TH COURT CITY OF SOUTH MIAMI SOUTH MIAMI, FLORIDA 33143 CHANDLER AND ASSOCIATES ARC PA 7ASON ELL©,�,tva3 �r �,�,>R xo. i4oss 5940 ; 'STREET SO - 33143 m{ ` .�4'� �3 • . L (305) 66��7592 .. c3os�r66-7593 = _�� NO. DATE REVISION NO. DATE REVISION DRAWING TITLE: PARTIAL PRECAST ELEVATIONS SCALE: /'"`1'-0• DATE: APRIL 16, 2001 100% C.D. PROJECT NO: 9902.2 , S-26-0 r-4-o2 6-18-03 RAMP / RESTROOM REVISIONS WIND RRESSURES CLIENT REVISIONS DRAWING NO: A 403