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01-0575-003 1 I I I I I 1 I EXIST. ROOF STRUCTURE EXISTING PARAPET a 15'-4' A .F. TOP CHORD (2) ANGLES EXISTING 12'Hx(o 'W TO REMAIN TOP EXISTING PARAPET TO BE REMOVED 21iz°UJx3'H (2) SLANTED TO REMAIN) TO BE REMOVED ANGLES 2'UJx2'H TOP CHORD — — (2) ANGLES I1/4"Hjl l/4 iW - LO EA15TING 16' DE��: ."._ 0 EXIST. ROOF STRUCTURE � � 0`.s TO REMAIN EXISTING 24 DEEP S�EL JOIST Li- =U STEEL JOIST x EMBERS TOP EXISTING TIE BEAM I I I VERTICAL a I I 3/16 34�ARS (TYP.)"� �; . �n SLANTED ; EL. + 131-2n MEMBERS - Z c ° 1'0 BARS (TYP.) z �' .., TYP. TO FIRST MEMBER FIRST TYP. M MBER 1fi RD ) O s ° BOT. CHORD (2) ANGLES I `3ARY 'sb 2'Wx2-%"I4 it-A *, ;, F # y trio` f °w EXIST. CONC. BEAM 4940 , °.. ' To REMAIN ?; X ;A,/ EXISTING STEEL JOIST ROOF I I 3/4' STL. R TIE %. (TO REMAIN) I I I WITH (4) 5/S"O BOLTS ' I � _ ~, " EXISTING CMU WALL *.., o (TO REMAIN) I I a EXIST. COL. TO REMAIN � TAKE CARE NOT TO DISTURB II II II II � II Q II � II O II � II II _EXIST. FIN. FL. 4 II EXIST. CONT. CONC. FOOTING _EXIST. FIN. FL. I I E--4 <-� ° A EL. + 0'-0" < 1 1 ° 0 �l TOP EXISTING PARAPET 15'-4' A,F.F. EXISTING PARAPET 'm 15'-4" A,F.F. ° a II ° II ° a TOP EXISTING PARAPET TO BEXREMO D RAPET TO BE REMOVED EXIST. OOTING NC. a II �I Q 0 1616 a° " EXISTING PLATE WITH ° a + 151-411 I + ° • ' a E 15 -� EL. 5ECTION �-- 4 EMBEDDMENT I E-i EXISTING STEEL a SCALE : 3/4 - t -0 S-3 n— a ° - ~' EXIST. ROOF STRUCTURE � JOIST ROOF EXIST. GONG. BEAM TO REMAIN U= U TO REMAIN (TO REMAIN) 5ECTION AT EX15T. COL . TOP EXISTING TIE BEAM TOP EXISTING TIE BE�4M SCALE : 3/4' = 1'-0' D-3 EL. 4. 13'-2 EL. + 13'-2" / \ Q 3/iro a ° EXIST. CONC. BEAM (TO REMAIN) ° TOP OF NEW W12X40 SAWCUT EXIST. MASONRY BELOW BOTT. OF TB. w NEW W12X40 W EXISTING STEEL JOIST ROOF TEMP. �V ALUM. BEAM (TO REMAIN) TO BE PLACED UNDER 3/4' STL. R TIE VERTICAL MEMBER SEE COL. Q SCHEDULE \�__EXI$TING CMU WALL I I I O (TO REMAIN) I i w fx • COLUMN SCHEDULE I C REINFORCEMENT REINFORCEMENT I I � h LO MARK SIZE VERTICAL OR TIES OR I I SEE co. coL.© W CO CO REMARKS BASE PLATE CAP PLATE I 1 SCHEDULE OTS4X4X1/4 iE12X12X5/8' W14-1/2' DIA. X lE81/2' X12' X3/4' UJ/ 16' A 30-1 ANCHOR BOLTS 4 3/4" DIA. A325 BOLTS I U TEMP. SCAFFOLD TYPE SHORING SEE SHEET D-2 FOR NOTES 4 DETAILS FOOTING SCHEDULE REINFORCEMENT I I INDICATES MARK SIZE BOTTOM TOP REMARKS B L X W X THICKNESS � EXIST. MASONRY COL TO BE REMOVED SHORT BAR LONG BAR SHORT BAR LONG BAR I I F5 5'-0' X5'-0" X24" 5 *15 5 #5 505 5 *5 II O II II II EXIST. FIN. FL_ I ( _EXIST. FIN. FL. EL. + 0'-0" a a a ` I I ° a ° a a ° J EL. + 0'-0" II N 16' X I9,' CONC. ENCASEMENT AROUND N ., a ° a STL. COL. 4 BASE B &ECTION T EXI &T. z � N N EXIST. CONT. CONC. ° I I ." +� ttf N O cd � 4 � FOOTING ° 5 ro c c o w , < ha I I M w COL . ° I CARLOS J. CARDOSO, P.E., No. 55780- " ; °I r�_ sheet no. ° a ° F_5 TO MOV ` D 4345 S.W. 72nd AVENUE, SUITE=G o . 6�.: CT ION SCALE : 3/4' = I'-0' S-3 MIAMI, FLORIDA 33155 d < < (305) 666-2750 CA: 000P�W3 r'- . SCALE : 3/4' = 1'-0' of c < < c c < < < c c c < < cil c t tip cc - —