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02-930-012A3'O 2 <—,30 3103 303 BARRILR 5AFLTY CABLES SEE 18 / A904 7 2EI'-4" 3 1 il'-6" 5.926" " 3'-0" 3'-OR 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 6" III oil 3'-6" 3'-6" 3'-6' 3'-6" 3'-6" Ill lit II'-6" Ii'-6" Il'-6" I1'-6" 3'-6" 3'-6" 1 I 11'-6" 11'-6"'_g2 il'-6" 2" A 7I I , B B c Sc Sc O ScDE Sc OO Sc Sc O Sc O "' Sc �JFE S O SS O S Sc Sc F E Sc Sc ScO B `O El 1 1 1? 1 Z— BARRIERS FET CABLES BARRIER 5 FETY C45LE5 _ S� O — - 5EE 18 / A9 4 SE 18 / AQ 4 I - N rCl N -1 - 18'-`"4" - 1 1' 29'-2" " 29'- i'-fD" 29'-0 n I'-o" 29'-O' 1'-00 29'-0" I' -on 29'-011 1'-O" 29'-2' 1'-0" 29'-O" c -� 18'-4" `o ' c1J NOTE: i" NEEDE THIS SPACE ISM R E IN 1a4 1a� 1a� 1al 1C5a 1a9 1eo 1e1 192 TE: COLUMNS ND WALL GO HERS 1�� 1�1 lea lei 2_ SLOPE OF RAMP 0 201 11- S" O EXPOSED TO VEHICULARsd I - � TRAPPIC TO HAVE STEEL BUMPER GUARDS SEE STRUCTURAL DWG5 FOR _ NOTE: SEE A901 FOR WHEEL PARKING DETAILS SUBMIT SHOP DRAWINGS F ARCH # ENG. APPROVAL- R _ —� 2 �2 OFF I G �J I TE 400 STOPS 1 PER SPACE TYP. 4 5 � ' - ' c Ramp LUn C i. NOTE: CONCRETE 5LA5 TO BE ( 304 © SEALED LUITH APPROVED CONCRETE 1 5€ALE2 / 203 - a 4 600 00 B " " 2'-0" 16 -0 29 -9 — — — 9 -11 " — 21 -6 " 29 -O " 1'-o" " 11-0" 29 -(� 29 -0 1'-�" 29'-� ]I -on 21 -6 ""� I' — — — 29'-9" _ 71,16'-a" 1- �A 2_ 0- 2.10 214 215 211 3 21 � �) 2_ 2 0 21 222 PIP BOLLARD B � E -0 4'�Ln" I V U— _211 _212 _213 _21( _21 � _2_ T� P. 4/A901 204 .9 H 201 2 0a L FIRE RATED 1 1/2 HOUR COLUMNS EXP05ED TO VEHICULAR - A - I 38" 4CCE55 0 �I TRAP SIG TO HAVE STEEL BUMPER GUARDS �, - DN ( � 1/4 x 3� I/ M.O.) _ 700 I SEE STRUCTURAL DWC�Z. D N B �"�./ 11'-a" _, ---- 2m'-S" 406 -2" I 3'-4" 28'- �,/ 28'-4 10'-�" 28'-8" --- I" 4'-3" I I 23'-ra" � 6'-4" I ' 400 5TAIR NO.1 T 57AIR N0.2 L W 1 N O OI- �` FF E =��., N CORRIDOR E -" \ _ �' I10 �ao2 I r E 4os 407 30"x30" FUTURE KITEN � - — sd O 30"x30" FUTURE HOOD SHAFT LOCATION 5EE MECH. DDSI ITCHEN " " E I 3 -4 I -7 E E I 4 0 r s �} 0 8 - — — — --- — -- -, - — — S'-4' , -- `� I ° ° FOOD 5HAFT LOCATI SEE MECH. DWGS. N _ 401 40 O _ _ ' 1 E 2 6 409 r-L C./TEL. 405 5 5'-2„ 15 '-On I � JANITORIAL SLT O M �r nl --- — , — - - — - E 409 �03 - - ---- - �__-:_ y � �� — E 403 B 2_2 E II fl I II - 402 - 404 O \ 4 -6 (001-01 O , 611 2 4" 1 8 , I - C LUOM)=N'S " RESTROOM a Aao 401 2'-e" E e A1102 9 RES ROOM \ O a. I H 6� Ln 31'-2"29'-�" -�4711 2 ' _ Ln 1'-o " 1,71 Jh I r--—, I " El— T " I I �/ I I \ -1 " " 11� I- 0 10 r I --- -- I I -0 2 2 4 __ " — 2 -� " 1 F , �A31 �9 II I )_ I II — ~� -1 2 - 0( - �- cS = 1' 0' y II i - li — — Note: Front elevator walls to be installed -- — OPEN OFFICE 5PACE rr=— -- TERRAZO FLOOR PATTERN after elevator installation with \ B CMU wall see Kone Spec / M SUBMITT COLORS FOR ARCH 5 I p O m 400'WJII + CLIENT APPROVAL. I'-4" -all 16 -8 510 H \O I ;! - _ �;;FOURTH FLOOR LEVEL ii OFFICE SUITE 450 , Q _" _20 li / / \ iARGH. ELEV. T.0.5 +30 -8) I I 6 lJ II � I\ II II II NOTE: TENANT DL.M151NG I PARTITION5 AND A/C CLOSETS ARE SHOWN FOR _ �" LAYOUT PURP05L5AND WILL BE PART OP T-I. PERMITS 1 0 - `o A II II II II �� II 905 i I 905 II o B 8° 5'-1�" B i A o o o A o A A A B 5 -1o" 8" A B �' -1� B I A A B o O o r�._SD O o o O O O L[i :_ ..._ M 177t7 ." A _ A 1 ' ') A FF 4'-3" 4'- 6 =6" '-6" 11'-6" G 1 ' I" - __ 1" O F 1I -6° II'-6" Il'-6" 5' 6° -6° 4 -92 22 11' 6" - -22 4 -52 - 4 -3 I.. -g2 11'-6" _gl 5 Z il'-6" -9" IL 6 " 3'-0" 3'-�7" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-�" 3'-�D" 3'-U" 3'-�" 3'-6" 3'-6" 3'-6" 3'-D" 282'-8" --_ FOURTH FLOOR LEVEL: 44 Parking Spaces NOTE: PLUMBING FIXTURE COUNT NOTE: 0'-0" AS INDICATED ON ARCHITECTURAL TO AND STRUCTURAL N.G.V.D. DRAWINGS IS EQUIVALENT +10.10' 11,505 TOTAL SOFT =11(o .PEOPLE = 88 MEN, 88 WOMEN REQUIRED PER TABLE 403.1 PER l THE FLORIDA BUILDING CODE \ 2 W/C, 2 LAVS FOR WOMEN L W/C,, L L.4VO �-u1K MtN PROVIDED: 3 W/C, 4 LAVE FOP, WOMEN 2 WIC, 2 URN, 4 LAV5 FOR MEN �-- FOURTH FLOOR PLAN 2A - 105C WALL MOUNTED �E FIRE EXTINGL115HER f 48" A.1*E DRAWING TITLE: CHANDLER AND ASSOCIATES NO. DATE REVISION NO- DATE REVISION OWNER/DEVELOPER ARc�rEc�uRE, P� FOURTH THE AA 0003050 i-24-0 RAMP/ / RESTROOM REVISIONS FLOOR �ACFdSta 11-4-02 WIND RRESSURES runwn JASON It. C .� t.No. � 5 2 PLAN .ti COMPANY `�`,.• _ .;,,� . , 5940 SO -I&EET 6-18-03 CLIENT REVISIONS SCALE: 1/8-r o• DATE APRIL 16, 2001 100% C.D. SUITE 400 7300 S.W. 57TH COURT SO x h 33143 PROJECT NO: 9902.2 DRAWING NO: - � 4960 S.W. 72 AVENUE CITY OF SOUTH MIAMI A 31 ME L MIAMI, FLORIDA 33155 SOUTH MIAMI, FLORIDA 33143 A 204 305.662.1421 o6iricJrr :act"