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12-86 4OF7-074
M i I1, Mi F-1 F MD is It 0 1 2 "J" BARS CONT. TOP BARS - 0.33 L OR CANTILEVER "L" (WHICHEVER STIRRUPS IS GREATER) 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 "C" BARS STD. 90 DEG. 0.33 L1 OR 0.33 L1 OR HOOKS 0.33 L2 0.33 L2 (WHICHEVER 0.25 L2 IS GREATER) At (WHICHEVER IS GREATER) "E' BARS - -7 .125 L1 L" �, BARS 0.125 L 0.125 L2 L" P BARS 0.1� 25 L2 3" BOT. BARS Cr CANTILEVER "L" L1 L2 BEAM REINFORCING PLACEMENT DIAGRAM NOT TO SCALE NOTES: 1. WHERE NECESSARY CONT. TOP BARS SHALL BE 3. FOR TIE BEAMS LAP CONT. REINF. LAPPED 36 BAR DIA. IN MIDDLE 1/3 OF SPAN. A MINIMUM OF 32 BAR DIA. 2. THE SYMBOL " *" MEANS WHICHEVER GREATER 4. PROVIDE L SHAPED CORNER BARS CORNERS OF TIE BEAMS W/-3'-U' LEGS. MIN. 2 PER CORNER. 5. U.N.O. BEAMS DEEPER THAN 36" SHALL HAVE INTERMEDIATE CONTINUOUS REINF. #5 ® 12" E.F. BEAM SCHEDULE D ELEV. SIZE is It 0 1 2 "J" BARS CONT. TOP BARS - 0.33 L OR CANTILEVER "L" (WHICHEVER STIRRUPS IS GREATER) 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 "C" BARS STD. 90 DEG. 0.33 L1 OR 0.33 L1 OR HOOKS 0.33 L2 0.33 L2 (WHICHEVER 0.25 L2 IS GREATER) At (WHICHEVER IS GREATER) "E' BARS - -7 .125 L1 L" �, BARS 0.125 L 0.125 L2 L" P BARS 0.1� 25 L2 3" BOT. BARS Cr CANTILEVER "L" L1 L2 BEAM REINFORCING PLACEMENT DIAGRAM NOT TO SCALE NOTES: 1. WHERE NECESSARY CONT. TOP BARS SHALL BE 3. FOR TIE BEAMS LAP CONT. REINF. LAPPED 36 BAR DIA. IN MIDDLE 1/3 OF SPAN. A MINIMUM OF 32 BAR DIA. 2. THE SYMBOL " *" MEANS WHICHEVER GREATER 4. PROVIDE L SHAPED CORNER BARS CORNERS OF TIE BEAMS W/-3'-U' LEGS. MIN. 2 PER CORNER. 5. U.N.O. BEAMS DEEPER THAN 36" SHALL HAVE INTERMEDIATE CONTINUOUS REINF. #5 ® 12" E.F. BEAM SCHEDULE BEAM SCHEDULE MARK I BLDG of I ELEV. SIZE REINFORCEMENT TIES -b No.3 U.O.N. REMARKS BOTT. TOP "C" "E" "I" "J" SPACING "E E" SPACING "E E" BLDG "A" SCHEDULE 0 3RD DEPTH REMARKS MARK ELEV. SIZE SEE SECTION REINFORCEMENT SEE SECTION 2B -1 16' -0" 12"x16" 2 #9 2 #5 - - - "E" #3 ®6" N0. SPACING "E E" - 2B -2 16' -0" 12 "x12" 2 #6 2 #5 - - - - #3 ®4" ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 3B -8 - 2B -3 16' -0" 6' x48" 2 #6 2 #6 - - - ®12" #3 ®22" 32' -0" SEE SECT 8 REINF . 0 INT. DEPTH -4 " 1 28 5 - - - ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 3 ®6" 12" X24" 3 #8 2B -5 16' -0" 12 16x60' / - * - - * 38 -11 # 3 ®9" *SEE SECT. 7/S5.02 ADD 1 #5 0 3RD DEPTH POINT 3 #8 - x - - #3 ®12" ADD'L REINF. 0 3RD DEPTH POINT 1#5 E.F. 3B -12 30' -0" Tx 16" 2 #6 2 #5 - 28 -6A 19' -0" 12"x24" F2#6 2 #6 - - - 12"X24" #3 ®10" SEE SECT. 2/S5.05 26 -66 20' -0" 12"x24" #3 2 #6 - - - 24700" #3 ®10" - 2B -7 16' -0" 16x30" # 2 #7 - - 3 #9 16" x30" 11 3 0 1 REST OF SPAN - 2B -7A 16' -0" 8 "x16" 2 #6 2 #5 PEA �MWIWMI - - 12 "X24" #3 ®7' - 2B -7B 16' -0" 12"x24" 2 #6 2 #6 - - - 12"X24" #3 ®10" CANTILEVER 26 -7C 16' -0" 12"x24" 2 #6 Ann - - - 12 "X24" #3 ®10" - 28 -8 16' -0" 16"x24" 2 #7 2 #7 2 #9 - - VARIES #3 ®10" - 2B -8A 16' -0" 16"x24" BEAM SCHEDULE MARK ELEV. SIZE REINFORCEMENT TIES t No.3 U.O.N. REMARKS BOTT. TOP "C" "E" "I" "J" N0. SPACING "E E" BLDG "A" SCHEDULE 0 3RD DEPTH REMARKS MARK ELEV. SIZE SEE SECTION REINFORCEMENT SEE SECTION 2B -1 16' -0" 12"x16" 2 #9 2 #5 - - - "E" #3 ®6" N0. SPACING "E E" - 2B -2 16' -0" 12 "x12" 2 #6 2 #5 - - - - #3 ®4" ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 3B -8 - 2B -3 16' -0" 6' x48" 2 #6 2 #6 - - - ®12" #3 ®22" 32' -0" SEE SECT 8 REINF . 0 INT. DEPTH -4 " 1 28 5 - - - ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 3 ®6" 12" X24" 3 #8 2B -5 16' -0" 12 16x60' / - * - - * 38 -11 # 3 ®9" *SEE SECT. 7/S5.02 ADD 1 #5 0 3RD DEPTH POINT 3 #8 - x - - #3 ®12" ADD'L REINF. 0 3RD DEPTH POINT 1#5 E.F. 3B -12 30' -0" Tx 16" 2 #6 2 #5 - 28 -6A 19' -0" 12"x24" F2#6 2 #6 - - - 12"X24" #3 ®10" SEE SECT. 2/S5.05 26 -66 20' -0" 12"x24" #3 2 #6 - - - 24700" #3 ®10" - 2B -7 16' -0" 16x30" # 2 #7 - - 3 #9 16" x30" 11 3 0 1 REST OF SPAN - 2B -7A 16' -0" 8 "x16" 2 #6 2 #5 - - - 12 "X24" #3 ®7' - 2B -7B 16' -0" 12"x24" 2 #6 2 #6 - - - 12"X24" #3 ®10" CANTILEVER 26 -7C 16' -0" 12"x24" 2 #6 2 #6 - - - 12 "X24" #3 ®10" - 28 -8 16' -0" 16"x24" 2 #7 2 #7 2 #9 - - VARIES #3 ®10" - 2B -8A 16' -0" 16"x24" 2 #7 2 #7 - - - VARIES #3 ®10" - 2B -8B 16' -0" 16"x24" 2 #7 2 #7 - - _ - - 4#9- #3 ®9" __ CANTILEVER 2B-9A 16' -0" 12"x24" 3 #6 2 #6 - - - VARIES #3 ®10" - 2B -96 16' -0" 12"x24" 3 #9 2 #6 - 3B -22 32' -0" 12 "x60" #4 10 BALAONCE ®•1r D' 2B -9C 16' -0" 16"00" 3 #7 3 #7 - 313-23 32' -0" 127x60" #3 ®12" 213-10 16' -0" 16%48" 2#7 # 2 # 7 - - - 16"x30" # 3 ®9" - CURVED BEAM ADD'L REINF. 0 3RD DEPTH POINT 2#5 1 E.F. SEE DETAIL 11/S5.02 2B -11 - 16' -0" 16"x48" 2 #7 2 #7 - - - 2 #8 #3 ®9" CURVED BEAM SEE' DETAIL F�1 /S5.02 DEPTH POINT.-2#5- 1 E.F. 2B -12 16' -0" 16%48" 2 #7 2#7 - - - #3 ®9" rl CURVED BEAM SEE' REINF. 0 3RD DEPTH POINT 2#5 1 E.F. 2B -13 16' -0" 16%48" 2 #7 2 #7 - - - #3 ®9" ADD'L HORIZ. CM11. REINFAL6 2 E.FEg. SPC. CURVED BEAM SEE, DETAIL DL 3RD DEPTH POINT 2#5 1 E.F. 2B -14 16' -0" 16" X48" 2 #7 2 #7 - - - ®12" #3 ®9" CURVED BEAM ADE' REINF. 0 3RD DEPTH POINT 2#5 1 E.F. 2B -15 16' -0" 16"X48" 2 #7 2 #7 - - - 38 -30 #3 ®9" 2 #7 CURVED BEAM SEE' REINF. 0 3RD DEPTH POINT 2#5 1E.F. 2B -16 16' -0" 16'x487 2 #7 2 #7 - - - 12 x30" #3 ®9" CURVED BEAM SEE, REINF. 0 3 D DEPTH POINT 2#5 1 E.F. 2B -17 16' -0" 16"X48" 2#7 # 2#7 # - - - 2 #6 # 3 ®9" CURVED BEAM ADD'L REINF. 0 3RD DEPTH POINT 2 5 1 E.F. SEE DETAIL ' 11 S5.02 2B -17A 15' -9" - - - - - - 0 h WkA 0 - - DEPTH MONO 2#5 E. EIN F ONT ADD'L7RE NF. 2B-17B POURED 2B -17B 15' -9" 12"x45" 2 #7 2#7 - - - #3 ®22" ADD'L REINF. 0 3RD DEPTH POINT 2#5 1 E.F. 2B -17C 15' -9" 12"x45" 2 #7 2 #7 - - - #3 ®22" 2B-17C ® 3RD DEPTH PORTION PPS -1 213-18 15' -9" 16" W. 3#8 # 2#5 # - - - # 4 ®11" ADD'L REINF. 0 3RD DEPTH POINT 2#5 1E.F. SEE SECTION 3/S5.05 2B -19 15' -9" 16%30" 4#10 2 #7 - - - #3 w y, - 213-20 15' -9" 12"x24" 3 #10 2 #7 - - - #3 ®12" - 2B -20A 15' -9" 12"x24" 2 #6 2 #6 - - - #3 ®10" CENTERED 28 -20B 15' -9" 12" X48" 2 #6 2 #6 - - - #3 ®12" CURVED BEAM 215 1 REINF. 0 3RD DEPTH POINT 2 5 1 E.F. 2B-20C 15' -9" 12"X48" 2 #6 2 #6 2 #8 - - SAME I W.A #3 ®12" CURVED BEAM ADD REEINF. 0 3RD DEPTH POINT 2#5 1E.F. 2#5 1 2B -20D 15' -9" 12" X48" 4 #9 2 #6 2 #8 - - #4 ®12" CURVED BEAM AD5' L REIN F. 0 3RD DEPTH POINT 2#5 1 E.F. 2B -20E 15' -9" 12"X48" 2 #6 2 #6 - - - ® #3 ®12" CURVED BEAM AD51 REINF. 0 3RD DEPTH POINT 2#5 1 E.F. 2B -21 15' -9" 16"x 2 #8 2 #5 - - - #3 ®12" SEE SECT. 3/S5.05 26 -22 15' -9" .j A30- 4 #10 2 #7 - - - 3 ®12" - 213-23 15' -9" 16"x3 1 2 #7 2 #9 - - # _8J3(0" E.E. BAL. #3 ®12' 2B -24 15' -9" 16700" 6 #9 2 #7 - - - #3 8 #4 ®9 E.E. BAL. #3 ®12" 213-25 15' -9" 16700" 6 #9 2 #7 - - - #3 #3 ®9" - 2B -26 15' -9" 16 "00" 2 #9 2 #7 1 5 #9 4 #8 2 #7 #3 #3 ®12" #3 ®12" - 3B -48 +31' -9" 16'x30" 4 #8 4 #8 1 #5 0 3RD DEPTH POINT 2B -28 15' -9" 12"x45" 4 #9 4 #9 3 #8 4 #8 3 #8 #3 ®6' ADD 1 #5 0 3RD DEPTH POINT 2B -29 16' -0" 16"x24" 2 #8 2 #8 6 #9 4 #8 3 #8 #3 ®10" #3 2B -30 16' -0" 16"x24" 2 #8 2 #8 3 #8 4 #8 #3 ®10" #3 2B -31 16' -0" 16'x24 2 #8 2 #8 3 #8 3 #8 #3 ®10" #3 213-32 16' -0" 16706" 3 #9 2 #7 3 #8 3 #8 #3 ®10" #3 213-33 16' -0" 12"x48" 2 #7 2 #7 3 #8 a wh"EMR, L a mb, R I 1 0- M M #3 ®9" ADD 1 #5 0 3RD DEPTH POINT 213-34 16' -0" 16"00" 3 #8 3 #8 4 #8 3 #8 #3 ®12" #3 2B -35 16' -0" 16"x30" 3 #8 3 #8 2 #7 2 #7 #3 ®12" #3 26 -36 16' -0" 36" x30" 4 #9 4 #9 2 #7 2 #7 #3 ®7" #3 2B -37 16' -0" 36" x30" 4 #9 4 #9 2 #7 2 #7 #3 ®7' �ENWA 2B -38 16' -0" 36"x30" 4 #9 4 #9 2 #7 2 #7 #3 ®7' #3 213-39 16' -0" 12706" 3 #10 2 #7 2 #7 2 #7 #3 ®16" #3 ®9" - 3B -61 +32' -0" 16"x20" 2 #7 2 #7 #3 to * SIZE VARIES, SEE SECT.7 /S5.18 313-62 +32' -0" 16"x30" 2 #7 2 #7 #3 FOR CONT. SEE SHT.S9.01A 1 2 I 3 I 4 I 5 1111111110% 401 FOR CONT. SEE SHT.S9.01 A on 7 I 8 I 9 I 10 11 12 13 14 1 15 1 16 ■tee D FAX (305) 666 -4994 EAA ��Mr- BEAM 1 #5 SCHEDULE 0 3RD DEPTH REMARKS MARK ELEV. SIZE SEE SECTION REINFORCEMENT SEE SECTION 4A/S5.02 SEE SECTION 4A/S5.02 TIES ti No.3 U.O.N. BOTT. TOP "C" "E" "I" "J" N0. SPACING "E E" ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 36 -7 32' -0" 24 "X30" 4 #9 4 #9 - - - - #3 ®12" ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 3B -8 32' -0" 24 "X30" 4 #9 4 #9 1 #6 - - - #3 ®12" ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 313-9 32' -0" 24 "X30" 4 #9 4 #9 3 #9 - - - #4 ®6' ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 3B -10 30' -0" 12" X24" 3 #8 2 #6 - - - - #3 ®10" ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 38 -11 32' -0" 24 "X30" 2 #9 3 #8 - - - - #3 ®12" ADD'L REINF. 0 3RD DEPTH POINT 1#5 E.F. 3B -12 30' -0" Tx 16" 2 #6 2 #5 - - - - #3 ®7" ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 3B -13 32' -0" 12"X24" 2 #8 2 #6 - - 2 #9 - #3 ®10" ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 313-14 32' -0" 24700" 4 #9 4 #9 - - - - #3 ®12" ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 313-15 32' -0" 16" x30" 4 #9 2 #8 - - - - #3 MNKA ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 38 -16A 32' -0" 12 "X24" 3 #6 2 #6 - - 3 #7 - #3 ®10" ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 3B -16B 32' -0" 12"X24" 3#9 # 3 # 9 - - 3#7 # - # 4 12 05" RT END; BAL 0 12". ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 3B -17 32' -0" 12 "X24" 2 #6 2 #6 - - - - #3 ®12" ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 3B -18 VARIES 3 #8 2 #8 - - - - Z#3 W, -1 ";A ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 3B -19 VARIES 3 #8 2 #8 - I wo, C. Mj�wo 0 Im - - 2 #3 ®20" 313-20 VARIES 3 #8 2 #8 - - - - 2 #3 ®20" ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 36 -21 VARIES 3 #8 2 #8 - - - - 2 #3 ®20" - 3B -22 32' -0" 12 "x60" 2 #7 2 #7 #3 EWA - 313-23 32' -0" 127x60" 2 #7 2 #7 #3 ®12" - 3B -24 32' -0" 16"x30" 3 #8 3 #8 - #3 ®12" - 36 -25 32' -0" 16" x30" 2 #9 2 #8 #3 ®12" - 3B -26 32' -0" 16 "x30" 3 #8 3 #8 #3 ®12" - 3B -27 30' -0" 16"x30" 3 #8 2 #8 #3 ®12" ADD'L HORIZ. CM11. REINFAL6 2 E.FEg. SPC. 313-28 30' -0" 16 "1 4#10 2 #7 #3 ®12" ADD'L REINF. 0 1/4 DEPTH POINT 1 #5 E.F. ADD'L REINF. 0 1/4 DEPTH POINT 1 #5 E.F. 38 -30 32' -0" 16" X30" 2 #7 2 #7 #3 ®12" -31 32' -0" 12 x30" - 3B -32 32' -0" 8"x54" 2 #6 2 #6 #3 ®16" - 313-33 M"AWRA140"Offig, 16"x24" I M k A I "Mh a 0 h WkA 0 #3 ®10" - 36 -34 32' -0" 16"x24!' 2 #7 2 #7 4 #9 #3 ®9" - 3B -35 30' -0" 16"00" 3 #9 2 #6 #3 ®12" ADD'L REINF. 0 THIRD DEPTH POINT 1 #5 E.F. 3B -37 32' -0" 16"x46' 3 #7 2 #7 1#8 #3 ®9" f REINF. 0 THIRD DEPTH POINT 1# E.F. - 7A 32' -0" X46' f!!� 3B -37B o 16"x48" 2 #7 2 #7 ��IA� #3 ®9" - 3B -38 32' -0" 16 "x46' 2 #7 2 #7 #3 ®9" �1 - 3B -39 32' -0" 16%49' 2 #7 2 #7 I "WF SAME I W.A #3 ®9" - 3B -40 32' -0" 16" x48" 2 #7 2 #7 #3 ®9" - 313-41 32' -0" 16"x46' 7 A 7 1 #7 ® #3 ®9" - 3B -42 32' -0" 16"x46' f 3 #8 7 1 #7 #3 ®9" - 3B -43 32' -0" 16" x30" 2 7 2 #7 #3 ®12" - 3B -44 32' -0" 18" x30" 4 #8 3 #7 #3 ®12" - 3B -45 32' -0" 18 1 5 #11 3 #7 #3 ®12" - 3B -46 +31' -9" 18"x30" 4 #8 4 #8 2 #7 #3 ®12" - 3B -47 +31' -9" 18"x30" 5 #9 4 #8 2 #7 #3 ®12" - 3B -48 +31' -9" 16'x30" 4 #8 4 #8 #3 ®12" - 3B -49 +31' -9" 18"x30" 3 #8 4 #8 3 #8 #3 ®12" - 3B -50 +31' -9" 16'x30" 6 #9 4 #8 3 #8 #3 ®10" - 38 -51 +31' -9" 16'x30" 3 #8 4 #8 #3 ®12" - 3B -52 +31' -9" 16'x30" 3 #8 3 #8 #3 ®12" - 3B -53 +31' -9" 18 "x30" 3 #8 3 #8 MA 0 1 WWWWWWL,, A; OW, #3 unwi P. 0 "N.", Ra WON E N 3 #8 a wh"EMR, L a mb, R I 1 0- M M #3 ®12" - 3B -55 +31' -9" 18"x30" 4 #8 3 #8 #3 ®12" BEAM. 3B -56 +29' -9" 16"x20" 2 #7 2 #7 #3 ®123B FSICALATOR -57 +29' -9" 16" x20" 2 #7 2 #7 #3 ®9" URVED BEAM. 3B -58 +32' -0" 16 "x20" 2 #7 2 #7 �ENWA $I======= - 3B -59 +32' -0" 16"x20" 2 #7 2 #7 #3 ®9" - 3B -60 +32' -0" 16" x20" 2 #7 2 #7 #3 ®9" - 3B -61 +32' -0" 16"x20" 2 #7 2 #7 #3 to * SIZE VARIES, SEE SECT.7 /S5.18 313-62 +32' -0" 16"x30" 2 #7 2 #7 #3 ®12" - 38 -63 +32' -0" 16 "x30" 2 #7 2 #7 #3 ®12" SEE SEC. 3B -64 +32' -0" 16"00" 2 #7 2 #7 #3 ®12" 313-65 +32' -0" 16" x30" 2 #7 2 #7 #3 ®12" 3B -66 +32' -0" 16" x30" 2 #7 2 #7 #3 AM' Mi 38 -67 +32' -0" 16"x30" 2 #7 2 #7 7 I 8 I 9 I 10 11 12 13 14 1 15 1 16 POINT D FAX (305) 666 -4994 EAA P BEAM 1 #5 SCHEDULE 0 3RD DEPTH REMARKS MARK ELEV. SIZE SEE SECTION REINFORCEMENT SEE SECTION 4A/S5.02 SEE SECTION 4A/S5.02 TIES ti No.3 U.O.N. BOTT. TOP "C" "E" "I" "J" N0. SPACING "E E" ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 36 -7 32' -0" 24 "X30" 4 #9 4 #9 - - - - #3 ®12" ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 3B -8 32' -0" 24 "X30" 4 #9 4 #9 1 #6 - - - #3 ®12" ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 313-9 32' -0" 24 "X30" 4 #9 4 #9 3 #9 - - - #4 ®6' ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 3B -10 30' -0" 12" X24" 3 #8 2 #6 - - - - #3 ®10" ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 38 -11 32' -0" 24 "X30" 2 #9 3 #8 - - - - #3 ®12" ADD'L REINF. 0 3RD DEPTH POINT 1#5 E.F. 3B -12 30' -0" Tx 16" 2 #6 2 #5 - - - - #3 ®7" ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 3B -13 32' -0" 12"X24" 2 #8 2 #6 - - 2 #9 - #3 ®10" ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 313-14 32' -0" 24700" 4 #9 4 #9 - - - - #3 ®12" ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 313-15 32' -0" 16" x30" 4 #9 2 #8 - - - - #3 ®12" ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 38 -16A 32' -0" 12 "X24" 3 #6 2 #6 - - 3 #7 - #3 ®10" ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 3B -16B 32' -0" 12"X24" 3#9 # 3 # 9 - - 3#7 # - # 4 12 05" RT END; BAL 0 12". ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 3B -17 32' -0" 12 "X24" 2 #6 2 #6 - - - - #3 ®12" ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 3B -18 VARIES 3 #8 2 #8 - - - - Z#3 ®20" ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 3B -19 VARIES 3 #8 2 #8 - - - - 2 #3 ®20" 313-20 VARIES 3 #8 2 #8 - - - - 2 #3 ®20" ADD'L REINF. 0 3RD DEPTH POINT 1 #5 E.F. 36 -21 VARIES 3 #8 2 #8 - - - - 2 #3 ®20" - 3B -22 32' -0" 12 "x60" 2 #7 2 #7 #3 ®12" - 313-23 32' -0" 127x60" 2 #7 2 #7 #3 ®12" - 3B -24 32' -0" 16"x30" 3 #8 3 #8 - #3 ®12" - 36 -25 32' -0" 16" x30" 2 #9 2 #8 #3 ®12" - 3B -26 32' -0" 16 "x30" 3 #8 3 #8 #3 ®12" - 3B -27 30' -0" 16"x30" 3 #8 2 #8 #3 ®12" ADD'L HORIZ. CM11. REINFAL6 2 E.FEg. SPC. 313-28 30' -0" 16 "1 4#10 2 #7 #3 ®12" ADD'L REINF. 0 1/4 DEPTH POINT 1 #5 E.F. ADD'L REINF. 0 1/4 DEPTH POINT 1 #5 E.F. 38 -30 32' -0" 16" X30" 2 #7 2 #7 #3 ®12" -31 32' -0" 12 x30" - 3B -32 32' -0" 8"x54" 2 #6 2 #6 #3 ®16" - 313-33 32' -0" 16"x24" 2 #7 2 #7 #3 ®10" - 36 -34 32' -0" 16"x24!' 2 #7 2 #7 4 #9 #3 ®9" - 3B -35 30' -0" 16"00" 3 #9 2 #6 #3 ®12" ADD'L REINF. 0 THIRD DEPTH POINT 1 #5 E.F. 3B -37 32' -0" 16"x46' 3 #7 2 #7 1#8 #3 ®9" f REINF. 0 THIRD DEPTH POINT 1# E.F. - 7A 32' -0" X46' f!!� 3B -37B 32' -0" 16"x48" 2 #7 2 #7 #3 ®9" - 3B -38 32' -0" 16 "x46' 2 #7 2 #7 #3 ®9" �1 - 3B -39 32' -0" 16%49' 2 #7 2 #7 #3 ®9" - 3B -40 32' -0" 16" x48" 2 #7 2 #7 #3 ®9" - 313-41 32' -0" 16"x46' 7 A 7 1 #7 ® #3 ®9" - 3B -42 32' -0" 16"x46' f 3 #8 7 1 #7 #3 ®9" - 3B -43 32' -0" 16" x30" 2 7 2 #7 #3 ®12" - 3B -44 32' -0" 18" x30" 4 #8 3 #7 #3 ®12" - 3B -45 32' -0" 18 1 5 #11 3 #7 #3 ®12" - 3B -46 +31' -9" 18"x30" 4 #8 4 #8 2 #7 #3 ®12" - 3B -47 +31' -9" 18"x30" 5 #9 4 #8 2 #7 #3 ®12" - 3B -48 +31' -9" 16'x30" 4 #8 4 #8 #3 ®12" - 3B -49 +31' -9" 18"x30" 3 #8 4 #8 3 #8 #3 ®12" - 3B -50 +31' -9" 16'x30" 6 #9 4 #8 3 #8 #3 ®10" - 38 -51 +31' -9" 16'x30" 3 #8 4 #8 #3 ®12" - 3B -52 +31' -9" 16'x30" 3 #8 3 #8 #3 ®12" - 3B -53 +31' -9" 18 "x30" 3 #8 3 #8 #3 ®12" - 38 -54 +31' -9" 18"x30" 3 #8 3 #8 1 #7 #3 ®12" - 3B -55 +31' -9" 18"x30" 4 #8 3 #8 #3 ®12" BEAM. 3B -56 +29' -9" 16"x20" 2 #7 2 #7 #3 ®123B FSICALATOR -57 +29' -9" 16" x20" 2 #7 2 #7 #3 ®9" URVED BEAM. 3B -58 +32' -0" 16 "x20" 2 #7 2 #7 #3 ®9" - 3B -59 +32' -0" 16"x20" 2 #7 2 #7 #3 ®9" - 3B -60 +32' -0" 16" x20" 2 #7 2 #7 #3 ®9" - 3B -61 +32' -0" 16"x20" 2 #7 2 #7 #3 ®9" * SIZE VARIES, SEE SECT.7 /S5.18 313-62 +32' -0" 16"x30" 2 #7 2 #7 #3 ®12" - 38 -63 +32' -0" 16 "x30" 2 #7 2 #7 #3 ®12" SEE SEC. 3B -64 +32' -0" 16"00" 2 #7 2 #7 #3 ®12" 313-65 +32' -0" 16" x30" 2 #7 2 #7 #3 ®12" 3B -66 +32' -0" 16" x30" 2 #7 2 #7 #3 ®12" CURVED BEAM, SEE SEC 38 -67 +32' -0" 16"x30" 2 #7 2 #7 #3 ®12" - 3B -68 +32' -0" 16 "1 2 #7 2 #7 #3 ®12" CURVED BEAM. 313-69 +32' -0" 16 "x30" 2 #7 2 #7 #3 ®12" CURVED BEAM. 3B -70 +32' -0" 16"x30" 2 #7 2 #7 #3 ®12" - 3B -71 +32' -0" 16706" 2 #7 2 #7 #3 ®12" - 3B -72 +32' -0" 16"00" 2 #7 2 #7 2 #7 #3 ®12" 36 -73 +32' -0" 16" x30" 3 #7 3 #7 #3 ®12" FOR ADDT REINF. SEE SECT. 3B -74 +32' -0" 16 "00" 3 #7 3 #7 #3 ®12" FOR ADD'L REINF. SEE SECT. 3B -75 +32' -0" 16"00" 3 #7 3 #7 #3 ®12" FOR ADD'L REINF. SEE SECT. 38 -76 +32' -0" 16 "00" 3 #8 3 #8 #3 ®12" FOR ADD'L REINF. SEE SECT. 38 -77 +32' -0" 16"x30" 3 #8 3 #8 #3 ®12" S 'B S S T. 3/5.5 3B -78 +32' -0" 16"1 3 #8 3 #8 #3 @12" ESC.BM. SEE SECT. 3/5.05 3B -79 +32' -0" 16"x30" 3 #8 3 #8 #3 ®12" - 3B -80 +32' -0" 16"00" 3 #8 3 #8 #3 ®12" - 38 -81 +32' -0" 12"x60" 3 #7 3 #7 #3 ®12" SEE 2/S5.02 313-82 +32' -0" 12 "x60" 3 #7 3 #7 #3 ®12" SEE SECTION 7/S5.02 - 3 ' to of to 3 7 7 SEE SECTION 4A/S5.02 3B -84 +32' -0" 16 "x30" 3 #7 2 #7 #3 ®12" SEE SECTION 4A/S5.02 - 5 + 2' -0' 2 x ' 11 1 12 13 1 14 1 15 1 16 17 I 18 REMARKS 12 01/4! DEPTH POINT; ADD 1 #5 E.F. 0 3RD DEPTH POINT D FAX (305) 666 -4994 EAA P ADD 1 #5 E.F. 0 3RD DEPTH POINT ADD CANTILEVER E.F. SEE SECTION 4A/S5.02 SEE SECTION 4A/S5.02 SEE SECTION 4A/S5.02 SEE SECTION 4A/S5.02 ADDT'L REINF. ® 1 /5" DEPTH POINT. 12 01/4! DEPTH POINT; ADD 1 #5 E.F. 0 3RD DEPTH POINT D FAX (305) 666 -4994 EAA P ADD 1 #5 E.F. 0 3RD DEPTH POINT ADD 1#5 E.F. 0 3RD DEPTH POINT ADD 1 #5 E.F. 0 3RD DEPTH POINT ADD 1#5 E.F. 0 3RD DEPTH POINT ADD 1#5 E.F. 0 3RD DEPTH POINT ADD 1#5 E.F. 0 3RD DEPTH POINT 17 1 18 M Irr-1 TD unoup] NATIONAL CITY CENTER P.O. BOX 7033 INDIANAPOLIS, IN 46207 (317) 636 -1600 L I0 Ci I 11 M G F SHE COMRAS COMPANY 1111 Lincoln Road Mall Suite 510 Miami Beach, FL. 33139 (305) 532 -0433 �o O w E O J i A 59.01 OF 5960 S.W. 57TH AVE. MIAMI, FLORIDA 33143 TEL (305) 666 -5474 FAX (305) 666 -4994 EAA 0002416 EB 0002354 EUGENIO M. SANTIAGO, P.E. EGISTERED ENGINEER (CIVIL /STRUCT. FL. REG. NO. 19673 J 0' - ISSUE DATE -o - REVISION DATE 08-07-96 PRICING DOC. 12 -10 -96 -o Z 02 -12 -97 - I- - U _w .o CADD FILE NAME S901 -RT DRAWING TITLE BEAM SCHEDULES SHEET NUMBER A 59.01 OF