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10-317-012ZONE 5 +60.7 PSF —81.2 PSF ZONE 4 +60.7 PSF —65.8 PSF (D+ FlhlFzMwsu 0 (D ?U cu 2'-/ 2'-6' 1 21-6' 21-6# �-3# REMARKS SLAB "6A" +60.7 PSF 6" #40 12' BOTTOM do #4 0 12" TEMP. 1 9 SLAB "7A" SEE PLAN 711 -81.2 PSF SEE PLAN SLAB "8A" SEE PLAN z #5 0 12" BOTTOM & #4 0 12- TEMP. SEE PLAN 2'-8' 51-4' NP #4 @ 12' BOTTOM BOTH WAYS SEE PLAN 131-21 "-2 1/2' TI < Lj Lj U Z (f"E' 0 0. 7 PSF En 1906 L-11S. 65.8 (FC 1878 U S. tip vi "D 0 `�ECIIND FLEOR FRAMING PLAN SCALE : 1 /4" = 1 '-0" LAJ Ld -2 0 IK • a too 0 0 0 C, 0 olwo 4�1) 00 '066 ua**o • C14 CIO 900000 0 a, LL' Val En rvr CD cr- Ld © C ILI "CB" "LE-1-" T13 (+10' nJ 1906 Uls. CID C-u — 1878 L.K. CLl ?U FlhlFzMwsu 0 (D u ZONE 5 2'-8' ;2'-7 1/2'12,-B 1/2' 2'-/ 2'-6' 1 21-6' 21-6# �-3# REMARKS SLAB "6A" +60.7 PSF 6" #40 12' BOTTOM do #4 0 12" TEMP. 1 9 SLAB "7A" SEE PLAN 711 -81.2 PSF SEE PLAN SLAB "8A" SEE PLAN z #5 0 12" BOTTOM & #4 0 12- TEMP. SEE PLAN 2'-8' 51-4' 101-01 #4 @ 12' BOTTOM BOTH WAYS SEE PLAN 131-21 "-2 1/2' ZONE 4 < Lj Lj U Z 0 0. 7 PSF En 4-� ZONE 4 65.8 PSF ry 47'-B' +51.6 PSF tip vi "D -63.3 PSF `�ECIIND FLEOR FRAMING PLAN SCALE : 1 /4" = 1 '-0" LAJ Ld -2 0 IK • a too 0 0 0 C, 0 olwo 4�1) 00 '066 ua**o • 900000 0 u ZONE 5 2'-8' ;2'-7 1/2'12,-B 1/2' 2'-/ 2'-6' 1 21-6' 21-6# �-3# REMARKS SLAB "6A" +60.7 PSF 6" #40 12' BOTTOM do #4 0 12" TEMP. SEE PLAN SEE PLAN FOR BARS LENGHT SLAB "7A" SEE PLAN 711 -81.2 PSF SEE PLAN SLAB "8A" SEE PLAN z #5 0 12" BOTTOM & #4 0 12- TEMP. SEE PLAN 2'-8' 51-4' 101-01 #4 @ 12' BOTTOM BOTH WAYS SEE PLAN 131-21 "-2 1/2' ZONE 4 < Lj Lj U Z 0 0. 7 PSF En 4-� ZONE 4 65.8 PSF ry 47'-B' +51.6 PSF tip vi "D -63.3 PSF `�ECIIND FLEOR FRAMING PLAN SCALE : 1 /4" = 1 '-0" LAJ Ld CONCRETE SLAB REINFORCING SCHEDULE MARK ELEV. SLAB DEPT. BOTTOM REINFORCEMENT TOP REINFORCEMENT REMARKS SLAB "6A" SEE PLAN 6" #40 12' BOTTOM do #4 0 12" TEMP. SEE PLAN SEE PLAN FOR BARS LENGHT SLAB "7A" SEE PLAN 711 #4 @ 12- BOTTOM do #4 @ 12" TEMP. SEE PLAN SLAB "8A" SEE PLAN 811 #5 0 12" BOTTOM & #4 0 12- TEMP. SEE PLAN SLAB "8B" SEE PLAN 8" #4 @ 12' BOTTOM BOTH WAYS SEE PLAN NOTES: 1— IN FRAMING PLAN 2— IN FRAMING PLAN — — — — DENOTES ADDITIONAL CONCRETE SLAB BOTTOM REINFORCING INDICATES DIRECTION OF PRINCIPAL 3- IN FRAMING PLAN DENOTES ADDITIONAL CONCRETE SLAB TOP REINFORCING OUTERMOST LAYER OF REINFORCING. 16'-6' LONE V +60.7 PSF —65.8 PSF +60.7 PSF -81.2 PSF CONCRETE SLAB TOP REINFORCING SCHEDULE MARK DESCRIPTION A #4 0 12" TOP + 8" HOOK SEE PLAN FOR BARS LENGHT B #4 0 12" TOP SEE PLAN FOR BARS LENGHT C #4 0 12- TOP + 180 HOOK SEE PLAN FOR BARS LENGHT D 2#5 X 5--0" TOP DIAGONAL BARS IGNACIO J. CALVO P.E. STRUCTURAL ENGINEER FLORIDA CERTIFICATE NO. 56755 1600 SW 27 Ave, # 401 Miami, Florida 33145 Ph, (305) 648-9008 Faxl(305) 648-9128 E-MAIL, ljcpe@beltsouth.net 20 2006 _�� J CONSULTING: U) 7-7 X LJ V) O X < Ld W < Lj Lj U Z 0 En 4-� 5— Ln ry LLJ tip vi "D CONSULTING: _j U <T LLJ M 0 cn _j P-4 LL- -T - < u . F- -I Lr� (n 0 < 00 00 Lr) • • U) 7-7 LJ V) u ^Q X < Ld W < Lj Lj U LL] 4-� Ln ry 33m tip vi "D C:5 C:)' I W OJ CD Ld LAJ Ld -2 0 IK me z 0 � a 2 0- 0 4c AL _j U <T LLJ M 0 cn _j P-4 LL- -T - < u . F- -I Lr� (n 0 < 00 00 Lr) • • RIGHT AND LEFT ELEVATIONS SCALE AS SHOWN DRAWN MA JOB 2005 DATE 15/08/03 SHEET: S-,,1,2 2 OF: 6 U) 7-7 LJ V) RIGHT AND LEFT ELEVATIONS SCALE AS SHOWN DRAWN MA JOB 2005 DATE 15/08/03 SHEET: S-,,1,2 2 OF: 6 7-7 f I ---------- -------------