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NON 5PARIN3 COLUMN r,R i 1= GO_UMN ® CONS, COL!Ni I OR TiE GOLU`"N' BELOW CONCRETE M 46ONRY NOTE: ALL COTti,R= TE MASONRY UNIT .5 XMU) SHALL C0\50R` 1 TO >,5 T 1' i C W 'STANDARD SFECiFICATiO'• 5 FOR HOLLOW LOAD SEAR?N S CONCR:1 _ MASONRY UNiT6, WIT 4 A NET AREA COMFRE55IVE ST'c.ENSTH. OF 1"A6ONFZY O= 2500 F51. REINFORCEMENT: AL L MASONRY UN(T5 a T45 FLOOR TO 52 R=?N'ORSED (U/ # 5 e 4-V U.C.N. CONCRETE STRENGTH NOTE: CONC5ZE-.TE S I FZ5'"S T H c 26 D AY6 T O 5E t-'C Si.AB # r-AM� = 4�00 PSI r C I'AIlt- a c OWNER/DEVELOPER t)7 CHANDT F'R AND A&SC)oM= DE LOS REYES AROUTECTURF, PA NO. DATE FEVISIC?+I A1J. DATE FS'cVE3fQN DRAWING ME: �t ' ^>�..1L , U li••�t" 11 iHl FOURTH FLOOR r ,. ENGINEERING, INC. Ak 0003M PLAN 'I S.W. 5?7H COURT BETWEEN CONSULTING STRUCTUFAL ENGINEERS MacTc� � �cs �Ws, F.W. SCALE: SUITE 404 S.W. 73RD AND S.W. 74TH STREETS 544t) SEW 73 ST. SUITE 2(16 FLORED A CWFtTIF!CATE NO. 331112, W3 NO, C7CC,' , 1 � FL ass ' i DAM 05-m-a PEMMT S1 !PROJECT NO: s9o�� DRAWr1x NO: 4960 S.W. 72 AVENUE 4070 S.W. 72 AVE. SUITE 107. MIAMI. P_ 33t5� t 7EL: (305) G55--2778 FAX: (3C5) 5 °-2-193 MIAMI, FLORIDA 33155 CITY OF SOUTH MIAMI E-MAP : DEL C5R=�5©�'AMAYr'EB.COM F&X W) 6s9-79B S-4 305.6F2.1421 SOUTH MIAMI FLORIDA1�z 3343 ' 1a? '