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03-1559-072i 1 i i - I - I , LE FL RE LE RE LE RE L/3 L/3 L/3 L/3 L/3 L/3 O O O O O O 1 - BOTT. Lid I BOTT. Lip L BOTT. L1 L2 L3 0 REINFORCEMENT COVER: 1 1/2" CLEAR TO STIRRUP. O TENSION SPLICES PER GENERAL NOTES BOTTOM BARS TOP BARS �3 "L /3" BASED ON GREATEST ADJACENT SPAN. REINF. TYPE Mn OR D "M" BAR p I FL PROVIDE [] STIRRUPS ( #3 SIZE) U.N.O. 1 # 4 EACH FACE FOR "D' SPACING B -8 1 „„ 8 3 » 42 6 #8 >30" . 1 #8 © FIRST STIRRUP 0 ALL MEMBERS TO 2" FROM FACE OF COLUMM. BE READ FROM LEFT TO RIGHT n W» AND BOTTOM TO TOP ON FRAMING PLAN. O HOOKS TO BE STANDARD 90 DEGREES. U8 STAGGER LAPS WHERE SPACING IS LESS THAN 3 BAR DIAMETERS. J LE BOTT. CANT. „W» o UPTURNED BEAM REINFORCED CONCRETE BEAM SCHEDULE MARK SIZE BOTTOM BARS TOP BARS TRANSV. REINF. STIRRUPS REMARKS W D LE I FL RE SIZE SHAPE SPACING B -8 1 „„ 8 3 » 42 6 #8 - 2 #8 1 #8 #4 - " 6 O.C. # TWO LAYERS ADD 1#4 EA. FACE GB -1 12" 24" 3 #8 - 3 #8 - #3 © 10" O.C. ADD 1 #4 EA. FACE GB -2 12" 242' 2 #7 - 3 #8 - #3 0 10" O.C. ADD 1 #4 EA. FACE B -11 12" 16" 2 #7 - 2 #7 - #3 0 6'" O.C. 6' -6 1/4- G2B -1 12" 30" 2 #8 - 2 #7 1#7 #3 © 12" Q.C. ADD 1#4 EA FACE G2B- -2 12" 30" 3 #8 - 2 #7 1#7 #3 © 12" O.C. ADD 1#4 EA FACE G2B -3 12" 30" 2 #8 - 2 #7 - #3 © 12" O.C. ADD 1#4 EA FACE G28-4 12" 30" 2 #8 - 2 #7 - #3 © 12" O.C. ADD 1 #4 EA FACE G2B -5 12" 24" 2 #7 - 2 #7 - #3 © 10" O.C. ADD 1 #4 EA. FACE G2B -6 24" 36" 3 #9 - 10 #9 - #4 © ". 8 O.C. ADD 3p EA FACE DOUBLE H OPS AT CANT. B -18 12'8 „ 30" " 3 #9 IL 1 Ot 2 #7 - #4 © 6" O.C. ADD 1 #4 EA. FACE B -19 120' 24" 2 #7 - 2 #7 - #3 Q 10" O.C. ADD 2 #5 EA. FACE G3B -1 12" 30" 2 #8 - 2 #7 1#7 #3 © 12" O.C. ADD 1#4 EA FACE G3B -2 12" 30" 3 #8 - 2 #7 1#7 #3 0 12" O.C. ADD 1#4 EA FACE G3B -3 12" 30" 2 #8 - 2 #7 - #3 0 12" O.C. ADD l#,+ EA FACE G3B -4 12" 30" 2 #8 - 2 #7 - #3 0 1 12" O.C. ADD 1#4 EA FACE G3B -5 12" 24" 2 #7 - 5 #9 - #3 0 10" D.C. ADD 1 #4 EA, FACE G38 -6 24" 36" 3 #9 4 #9 10 #9 - #4 0 8" O.C. ADD 3O5 S FACE DOUBLE HOOPS AT CANT. G3B -7 16" 26" 3 #8 - 2 #7 1 #8 #3 0 10" O.C. G3B -8 16" 26" 2 #8 - 2 #8 1 #8 #3 Q 10" O.C. G3B -9 16" 26" 2 #8 - 2 #8 - #3 0 10" O.C. UPTURNED B -28 12" 24" 3 #8 - 2 #6 - #3 © 8'" O.C. B -29 12" 30"' 5 #9 - 2 #8 - #3 14 SETS 0 a , "LEFT END. DAL. 012 O.C. ADD 1 #4 EA. FACE 2B -1 12" 30" 3 #7 - 3 #8 -- #3 © 10" O.C. ADD 1#4 EA FACE 2B -2 12" 30" 3 #7 - 3 #8 - #3 8'" O.C. ADD 1#4 EA FACE 2B -3 16" 24" 2 #8 - 2 #9 - #3 0 a" O.C. 2B -4 12" 30" 2 #8 1#7 2 #7 - #3 Q Boo O.C. ADD 1#4 EA FACE 2B -5 8" 241" 2 #5 - 2 #5 - #3 0 1403 " /BAL.12" O.C. ADD 1#5 EA FACE 28 -6 8" 24" 2 #7 - 2 #7 - #3 0 10" O.C. ADD 2 #5 EA FACE 2B -7 12" 30" 5 #7 - 5 #7 - #4 0 4" O.C. ADD 1#4 EA FACE 2B -8 169' 30" 3 #7 - 2 #9 - #4 0 6" O.C. ADD 1#4 EA FACE 28-9 12" 30" 2 #7 - 2 #7 - #3 d 12" O.C. ADD 1#4 EA FACE 2B -10 12" 30" 2 #7 - 2 #7 - #3 0 12" O.C. ADD 1#4 EA FACE 2B -11 12" 30" 2 #7 - 2 #7 - #3 0 12" O.C. ADD 1#4 EA FACE 2B -12 12" 30" 2 #7 - 2 #7 - #3 © 12" O.C. ADD 1#4 EA FACE 2B -13 12" 30" 2 #7 - 2 #7 - #3 0 12" O.C. ADD 1#4 EA FACE 2B -14 12" 130" 2 #7 - 2 #7 - #3 0 12" O.C. ADD 1 #4 EA FACE 2B -15 4$" 30" 12 #7 - 8 #7 - #4 © 4" O.C. ADD 2 #5 EA FACE 2B -16 12" 30" 2 #7 - 2 #7 - #3 0 12" O.C. ADD 1#4 EA FACE 2B -17 12" 30" 2 #15 1#8 2 #8 1#8 #3 t 1 8" O.C. ADD 1#4 EA FACE 2B -18 12" 30" 3 #8 - 2 #8 _ #3 d 6" ADD 1 #4 EA FACE 2B -19 120' 30'" 3 #8 - 3 #8 -- #3 0 10" O.C. ADD 2 #5 EA FACE 213-20 24" 3D" 4 #9 - 3 #8 2 #8 #3 © 12" O.C. ADD 1#4 EA FACE 2B -21 24" 30" 3 #8 - 3 #8 - #3 0 12" O.C. ADD 1#4 EA FACE 2B -22 24" 30" 3 #8 1#8 3 #8 - #3 0 S"' O.C. ADD 1#4 EA FACE RB -5 16" 24" 3 #8 - 2 #8 - #3 © 10" O.C. RB-, 6 81' 241' 2 #7 - 2 #7 - #3 Q 10" O.C. B -1 12" 24" 2 #8 - 2 #8 - #3 0 12" O.C. 10" O.C. B -2 16" 24" 2 #8 - 2 #8 - #3 #4 8" 0. C. 8" O.C. B--3 12" 30 2 #8 - 2 #8 - #3 Q 12" O.C. EXTEND TOP REINF. TO B -23 ADD 1#4-.EA FACE B -4 12" 24" 2 #7 - 2 #7 - #3 © 6" O.C. 10" O.C. B -5 1691 28" 4 #8 - 3 #8 - #3 0 10" O.C. ADD 1#4 EA FACE B -6 $» 24» 2 #7 - 2 #7 - #3 0 10" O.C. 10° O.C. B -7 24" 28"" 4 #8 - 1 3 #8 - 1 #3 0 6" O.C. ADD 1#4 EA FACE CONCRETE BEAM SCHEDULE REINFORCED CONCRETE BEAM SCHEDULE MARK SIFD BOTTOM BARS TOP BARS TRANSV. REINF. STIRRUPS REMARKS W D LE FL RE SIZE SHAPE SPACING B -8 1 „„ 8 3 » 42 6 #8 - 2 #8 1 #8 #4 - " 6 O.C. # TWO LAYERS ADD 1#4 EA. FACE B -9 24" 30'',, 2 #7 - 2 #8 - #3 0 12" O.C. ADD 1 #4 EA. FACE B -10 FE�38"' „ 3 2' 2 #7 - 2 #8 - #3 Q 12" O.C. ADD 1 #4 EA. FACE B -11 12" 16" 2 #7 - 2 #7 - #3 0 6'" O.C. 6' -6 1/4- B -12 1 "8"" 3 42" 2 #7 - 2 #7 - #3 © 12" O.C. ADD 1 #4 EA. FACE 8 -13 1 "8» 3 "2" 2 #7 - 2 #7 - #3 © 12" O.C. ADD 1 #4 EA. FACE B -14 1 8" 30,X 42' 2 #7 _ 2 #7 - #3 © 12" O.C. ADD 1 #4 EA. FACE B -15 12" 301' 4 #8 +2 #8 # - 3 #8 - #4 © 8" O.C. SECOND LAYER ADD 1#4 EA. FACE B -16 1 3 " 42" 2 #7 - 2 #7 - #3 0 12' O.C. ADD 1 #4 EA. FACE B -17 8" 16" 2 #7 - 2 #7 - #3 © 6" O.C. ADD 2 #5 EA. FACE B -18 12'8 „ 30" " 3 #9 IL 1 Ot 2 #7 - #4 © 6" O.C. ADD 1 #4 EA. FACE B -19 120' 24" 2 #7 - 2 #7 - #3 Q 10" O.C. ADD 2 #5 EA. FACE B -20 18" 36" 5 #9 2 #9 3 #9 3 #9 #4 MI 10 SETS 0 6-, EA END. DAL. 012 O.C. ADD 2 #5 EA. FACE B -21 18" 36" 3 #9 3 #9 #4 0 10" O.C. ADD 2 #5 EA. FACE B -22 18" 36" 4 #9 3 #9 3 #9 #4 0 18 SETS 0 4-, EA END DAL. 012" O.C. ADD 2 #5 EA. FACE B -23 8"' 160' 2 #7 - 2 #7 - #3 © 6" O.C. B -24 16" 28" 3 #9 - 5 #9 - #4 Q 10" O.C. ADD 1 #4 EA, FACE B -20A 18" 28" 6 #9 4 #9 3 #9 2 #9 #4 � 10 SETS ®6„ oA END. ADD 2 #5 EA. FACE B -25 12" 12'" 2 #7 - 2 #7 - #3 Q 4" O.C. B -26 S" 24" 2 #6 - 2 #6 - #3 Q 10" O.C. B -27 8" 22" 2 #6 - 2 #6 - #3 © 6" O.C. UPTURNED B -28 12" 24" 3 #8 - 2 #6 - #3 © 8'" O.C. B -29 12" 30"' 5 #9 - 2 #8 - #3 14 SETS 0 a , "LEFT END. DAL. 012 O.C. ADD 1 #4 EA. FACE B -30 8" 30" 4 #6 # - 4 #6 - #3 12" O.C. # TWO LAYERS ADD 1 #4 EA. FACE UPTURNED TB 8" 12" 2 #5 - 2 #5 - #3 © 12" O.C. TB -2 8" 16" 2 #5 - 2 #5 - #3 © 12" O.C. 5B -1 NOT USED NOT USED 58-2 12" 16" 3 #9 - 2 #6 - #3 © 6" O.C. 5B -3 12" 16" 3 #9 - 2 #6 - #3 Q 6" O.C. 58-4 24" 30" 8 #9 + 2 #9 - 5 #9 - #3 6'" O.C. 1 ADD 1B 4 EA CENTER C 5B -5 16" 30" 5 #9 + 3 #9 - 4 #9 - #3 0 6" O.C. 1 ADD CAMBER Eli CENTER 5B -6 14" 24" 3 #9 - 2 #7 - #3 © 8" O.C. 5B -7 24" 24" 7 #9 2 #7 - #3 8" O.C. 5B -8 16" 32" 2 #7 6 #9 #4 © 6" O.C. RB -1 160" 26" 2 #8 - 2 #7 - #3 0 10" O.C. RB -2 16" 26" 2 #7 - 2 #8 - #3 0 10" O.C. RB -3 16" 24" 2 #7 - 2 #7 - #3 Q 10" O.C. RB -4 16" 26" 2 #8 - 2 #8 - #3 © 10" O.C. RB -5 16" 24" 3 #8 - 2 #8 - #3 © 10" O.C. RB-, 6 81' 241' 2 #7 - 2 #7 - #3 Q 10" O.C. RB -7 16 "' 1 24" 4 #8 - 2 #8 - #3 0 10" O.C. RB -8 1 '8„ 24 3 #8 - 2 #8 - #4 Q 8" O.C. ADD 2 #5 EA. FACE RB -9 p" 1 8 "" to 2 42' 2 #7 - 2 # 7 - #3 Q 10" O.C. ADD 1 #4 EA. FACE RB -10 12'8„ 2 421 2 #7 -- 2 #7 - #3 © 10" O.C. ADD 1 #4 EA. FACE RB -11 S" 16" 2 #6 - 2 #6 - #3 0 6" O.C. RB -12 12'8„ 2 4 "2, 2 #7 - 2 #7 - #3 © 10° O.C. ADD 1 #4 EA. FACE RB -13 » 1 8 "" „ 2 �2" 2 #7 - 2 7 # - #3 0 10" O.C. ADD 1 #4 EA. FACE RB -14 12 "8 "" 2 42" 2 #7 - 2 #7 - #3 © 10" O.C. ADD 1 #4 EA. FACE RB--15 12" 30" 4 #9 - 4 #7 - #3 �] 8" O.C. CENTER 1 2ADD M 4 IER EA. FACE RB -16 1 ,8„ 24" , 2 #7 - 2 #7 - #3 �] 10" O.C. ADD 1 #4 EA. FACE RB -17 S" 16" 2 #6 - 2 #6 - #3 0 6" O.C. RB -18 12'8» 2 41' 2" 3 #8 - 3 #7 - #4 © 4" O.C. ADD 2 #5 EA. FACE RB -19 12 " 30" 2 #7 - 2 #8 - #3 © 10" O.C. ADD 1 #4 EA. FACE RB -20 18" 30" 6 #8 - 3 #8 - #3 0 12" O.C. ADD 1 #4 EA. FACE RB -21 18" 30" 3 #8 - 3 #8 - #3 0 12" O.C. ADD 1 #4 EA. FACE RB -22 18" 30" 3 #8 -- 3 #8 - #3 0 10" O.C. ADD 1 #4 EA. FACE RB -23 20" 24" 6 #9 - 2 #7 - #3 8"' O.C. ADD 1 #4 EA. FACE RB -24 16" 30" 2 #9 - 2 #9 - #3 0 8" Q.C. ADD 1 #4 EA. FACE --25 12 " 42" 3 #9 - 2 #9 - #3 0 12" O.C. ADD 3 #4 EA. FACE RB -26 12" 38" 4 #9 - 2 #9 - #3 © 12" O.C. ADD 3#4 EA. FACE RB -27 16" 30" 2 #9 - 5 #9 - #4 8" O.C. ADD 2 #4 EA. FACE CONCRETE BEAM SCHEDULE (CONTINUED REINFORCED CONCRETE BEAM SCHEDULE MARK SIZE BOTTOM BARS TOP BARS TRANSV. REINF. STIRRUPS REMARKS W D LE FL RE SIZE SHAPE SPACING J1 16" 5' -6 1/4" 4 3/4" #4 ®12" 0/C #4012" 0/C A.D.L. =10 PSF L.L. =50 PSF - J2 12" 3B -1 24" 24" 5 #8 - 5 #8 - #4 Em 8 SETS 0 8-, EA END DAL, 012" O.C. #4012" O/C 3B -2 12" 24" 2 #7 - 2 #7 1 #7 #3 0 10" Q.C. - 3B -3 12" 24 " 2 #7 - 2 #7 1 #7 #3 0 10" O.C. 6' -6 1/4- 3B -4 12" 24 " 2 #7 - 2 #7 - #3 0 10" O.C. #4012" O/C 3B -5 12" 24" 2 #7 - 2 #7 1#7 #3] A.D.L. =30 PSF L.L. =100 PSF 10" O.C. J9 3B -6 12" 24" 2 #7 - 2 #7 1#7 #3 Q 10" O.C. 4 3/4" 38-7 12" 24" 2 #7 - 2 #7 - #3 © 10" Q.C. A.D.L. =20PSFF - 3B -20 24" 42" SEE DET IL 1 0 S-4021 15 SETS 0 6N EA END NAL. 012 O.C. ADD 2 #5 EA. FACE 3B -21 24" 42" SEE DET IL 1 Ot S -40 2 12" O.C. ADD 2 #5 EA. FACE 38-22 24" 42" SEE DET IL 1 Ot S -40 10 SETS At', » EA EN ADD 2 #5 EA. FACE 3B -23 12" 30" 2 #8 - 2 #8 - #3 10" O.C. ADD 1 #4 EA. FACE CONCRETE BEAM SCHEDULE (CONTINUED PRECAST CONCRETE JOIST SCHEDULE MARK DEPTH MAX. SPACING SLAB THICKNESS TRANSV. REINF. TEMP. REINF. SUPERIMPOSED DESIGN LOAD REMARKS J1 16" 5' -6 1/4" 4 3/4" #4 ®12" 0/C #4012" 0/C A.D.L. =10 PSF L.L. =50 PSF - J2 12" 5' -6" 4 3/4" #4012" 0/C #4012" 0/C A.D.L. =10 PSF L.L. =50 PSF _ J3 24" 5' -8 1/2" 4 3/4" #4012" O/C #4012" 0/C A.D.L. =10 PSF L.L. =50 PSF - J4 24" 6 - -8 1/2- 4 3/4" #4012" 0/C #4012" 0/C A.D.L. =10 PSF L.L. =50 PSF - J5 16" 6' -6 1/4- 4 3/4" #4012" 0/C #4012" 0/C F A.D.L. -- 1 PSF - J6 8" 6' -6 1/4- 4 3/4" #4012" 0/C #41012" 0/C A.D.L. =10 PSF L.L. =50 PSF _ J7 16" 5-6 1/4" 4 3/4" #41012" O/C #4012" O/C A.D.L. =30 PSF L.L. =100 PSF _ J8 8" 5' -6" 4 3/4" #4@12' O/C #4@12" O/C A.D.L. =30 PSF L.L. =100 PSF _ J9 16'" 6' -6 1 /4" 4 3/4" #4012" O/C #4@12" 0/C A.D.L. =20 PSF L.L. =30 PSF _ J10 8" 6 " -6" 4 3/4" #4012" 0/C #4 012" 0/C A.D.L. =20 PSF L.L. =30 PSF _ J11 16" 6' -6 1/4" 4 3/4" #4012" O/C .#41012" O/C A.D.L. =20PSFF - FOR RIGID INSULATION SEE ARCH. DRAWINGS- METAL DECK VULCRAFT 1.0 E 24 (OR EQ.) ATTACHED TO TRUSSES CONT, 3 "x3 "x20 GA. BENT PLATE W/ 2 #10 SCREWS TO EA. STUD AT EA. SIDE. W/ #10 SCREWS 0 4" O.C. (TYPICAL) 0 CONT. 6 "x20 GA. TOP CHORD W/ 2 #10 SCREWS TO EACH TRUSS TYPICAL RIDGE SECTION METAL STUD TRUSSES - 03" -0" C/C ,1 5/8" BRIDGING -] li its j WALL PER PLAN 2 #10 SCREW @ 12" C/C TYPICAL ROOF DETAIL 2 #10 SCREW PER TRUSS 1' 1/4" x2" TAPCON 0 6" C/C TO CONC. SLAB CONCRETE. SLAB PER PLAN L 4 "x4 "x1 /4" EA. SIDE OF BEAM WEB PL. 10 "x10 "x1 /2" W/ (4,15/2 "LONG WWBx15 (TYP) SEE MECH. TYPICAL ROOF TOP MECH. UNIT 12 "02" CONC. PEDESTAL (SPACED 0 8' -0" MAX) WITH 4 #6 VERT. AND #3 TIES @ 10" 0 8 F COKSMLUM 1511V1�J0(JV��Uil� �IJV�. 13392 SOUTH WEST 128 STREET MIAMI FLORIDA 33186 L PHONE: 305 - 971 -GFCE 0 FAX: 305- 971 -4332 E -MAIL: GFCEOGFCE.NET CERTIFICATE OF AUTHORIZATION #9129