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03-1559-073LE FL RE LE [RE LE RE LE RE L/3 L/3 L13 L13 L/3 L/3 O O O O O 7 2 8 BOTT. I BOTT. BOTT. I BOTT. L1 L L L2 L3 CANT. » W„ 0 REINFORCEMENT COVER: 1 1/2" CLEAR TO STIRRUP. Q TENSION SPLICES PER GENERAL NOTES O "L /3" BASED ON GREATEST ADJACENT SPAN. REINF. TYPE E] OR "M" BAR p �4 PROVIDE STIRRUPS ( #3 SIZE) U.N.O. 1 # 4 EACH FACE FOR 0 " >30" f • • , O FIRST STIRRUP 0 2" FROM FACE OF COLUMM. ® ALL MEMBERS TO BE READ FROM LEFT TO RIGHT UPTURNED BEAM AND BOTTOM TO TOP ON FRAMING PLAN. �7 HOOKS TO BE STANDARD 90 DEGREES. ® STAGGER LAPS WHERE SPACING IS LESS THAN 3 BAR DIAMETERS. REINFORCED CONCRETE BEAM SCHEDULE MARK SIZE BOTTOM BARS u BARS LE FL RE LE [RE LE RE LE RE L/3 L/3 L13 L13 L/3 L/3 O O O O O 7 2 8 BOTT. I BOTT. BOTT. I BOTT. L1 L L L2 L3 CANT. » W„ 0 REINFORCEMENT COVER: 1 1/2" CLEAR TO STIRRUP. Q TENSION SPLICES PER GENERAL NOTES O "L /3" BASED ON GREATEST ADJACENT SPAN. REINF. TYPE E] OR "M" BAR p �4 PROVIDE STIRRUPS ( #3 SIZE) U.N.O. 1 # 4 EACH FACE FOR 0 " >30" f • • , O FIRST STIRRUP 0 2" FROM FACE OF COLUMM. ® ALL MEMBERS TO BE READ FROM LEFT TO RIGHT UPTURNED BEAM AND BOTTOM TO TOP ON FRAMING PLAN. �7 HOOKS TO BE STANDARD 90 DEGREES. ® STAGGER LAPS WHERE SPACING IS LESS THAN 3 BAR DIAMETERS. REINFORCED CONCRETE BEAM SCHEDULE MARK SIZE BOTTOM BARS TOP BARS BARS STIRRUPS REMARKS W D LE FL RE SIZE SHAPE SPACING SPACING B -$ 1 " 8" 3 " 42' 6 #8 *" - 2 #8 1 #8 #4 J1 » 6 O.C. GB -1 12" 24" 3 #8 — 3 #8 — #3 #3 10" O.C. 12" O.C. GB -2 12" 24" 2 #7 — 3 #8 — #3 © 10" O.C. 12" O.C. ADD 1 #4 EA. FACE B -11 8" 16" 2 #7 - 2 #7 - #3 © 6" O.C. G2B -1 12" 30" 2 #8 — 2 #7 1#7 #3 #3 12" O.C. ADD 1#4 EA FACE 02131-2 12" 30" 3 #8 — 2 #7 1#7 #3 #3 12" O.C. ADD 1#4 EA FACE G28 -3 12" 30" 2 #8 — 2 #7 — #3 #3 12" O.C. ADD 1#4 EA FACE G2B -4 12" 30" 2 #8 — 2 #7 — #3 #4 12" O.C. ADD 1#* EA FACE G28 -5 12" 24" 2 #7 — - — #3 #3 10" O.C. 12" O.C. G2B -6 24" 36" 3 #9 — 10 #9 — # 4 fl $" O.C. DD 3#5 EA FACE DOUBLE HOOPS AT CANT. 3B -21 13-18 >:e 3, 3 #9 - 2 #7 - #4 © 6" O.C. ADD 1 #4 EA. FACE B -19 12" 24" 2 #7 - 2 #7 - #3 Q 10" O.C. G3B -1 12" 30" 2 #8 — 2 #7 1#7 #3 #4 12" O.C. ADD 1#4 EA FACE G38-2 12" 30" 3 #8 — 2 #7 1#7 #3] #4 12" O.C. ADD 1#4 EA FACE G3B -3 12" 30" 2 #8 — 2 #7 — #3 #4 12" O.C. ADD 1#4 EA FACE G3131-4 12" 30" 2 #8 — 2 #7 — #3 Q 12" O.C. ADD 1#4 EA FACE G38 -5 12" 24" 2 #7 — — — #3 #4 10" O.C. 10" O.C. G3B -6 24" 36" 3 #9 — 10 #9 — #4 #4 8" O.C. ADD DOUBLE HOPS AT CANT. G3B -7 16" 26" 3 #8 — 2 #7 1#8 #3 — 10" O.C. G3B -8 16" 26" 2 #8 — 2 #8 1#8 #3 f D 10" O.C. © G313-9 16" 26" 2 #8 — 2 #8 — #3 © 10" O.C. 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 26 -1 12" 30" 3 #7 — 3 #8 - #3 El 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 8" O.C. 2B -4 12" 30" 2 #8 1#7 2 #7 — #3 8" O. C. ADD 1#4 EA FACE 2B -5 8" 24" 2 #5 — 2 #5 — #3 © 1403 " /BAL.12" Q.G. ADD 1 #5 EA FACE 2B -6 8" 24" 2 #7 -- 2 #7 — #3 © 10" O.C. ADD 2 #5 EA FACE 2B -7 12" 30" 5 #7 — 5 #7 — #4 4" O.C. ADD 1#4 EA FACE 2B -8 1699 30" 3 #7 - 2 #9 - #4 Q 6" O.C. ADD 1#4 EA FACE 28 -9 12" 30" 2 #7 - 2 #7 - #3 © 12" O.C. ADD 1#4 EA FACE 2B -10 12" 30" 2 #7 - 2 #7 - #3 © 12" O.C. ADD 1#4 EA FACE 2B -11 12" 30" 2 #7 - 2 #7 - #3 I 12" Q.C. ADD 1#4 EA FACE 28 -12 12" 30" 2 #7 - 2 #7 - #3 U 12" O.C. ADD 1#4 EA FACE 28-13 12" 30" 2 #7 - 2 #7 - #3 - 12" O.C. ADD 1#4 EA FACE 2B -14 12" 30" 2 #7 - 2 #7 - #3 12" Q.C. ADD 1#4 EA FACE 2B -15 48" 30" 12 #7 - 8 #7 - #4 4" O.C. ADD 2 #5 EA FACE 2B -16 12" 30" 2 #7 - 2 #7 - #3 12" O.C. ADD 1#4 EA FACE 2B -17 12" 30" 2 #8 1#8 2 #8 1#8 #3 © 8" O.C. ADD 1#4 EA FACE 2B -18 12" 30" 3 #8 - 2 #8 - #3 - 6" ADD 1 #4 EA FACE 28 -19 12" 30" 3 #8 - 3 #8 - #3 © 10" O.C. ADD 2 #5 EA FACE 213-20 24" 30" 4 #9 - 3 #8 2 #8 #3 © 12" O.C. ADD 1 #4 EA FACE 2B -21 24" 30" 3 #8 - 3 #8 - #3 © 12" O.C. ADD 1#4 EA FACE 2B -22 24" 30" 3 #8 1#8 3 #8 - #3 ID 8" O.C. ADD 1#* EA FACE 8" O.C. 5B -7 24" 24" 7 #9 2 #7 - #3 L91 8" O.C. 5B -8 16" 32" 2 #7 6 #9 #4 B -1 12" 24" 2 #8 - 2 #8 - #3 © 12" O.C. B -2 16" 24" 2 #8 - 2 #8 - #3 1 8" O.C. #3 B -3 12" 30" 2 #8 - 2 #8 - #3 © 12" O.C. EXTEND TOP REINF. TO B -23 ADD 1#4 EA FACE B -4 12" 24" 2 #7 - 2 #7 - #3 0 6" O.C. #3 B -5 16" 28" 4 #8 - 3 #8 - #3 El 10" O.C. ADD 1#4 EA FACE B -6 8" 24" 2 #7 - 2 #7 -- #3 El 10" O.C. #3 B--7 24" 28" 4 #8 - 3 #8 - #3 2 #7 6" O.C. ADD 1 #4 EA FACE CONCRETE BEAM SCHEDULE REINFORCED CONCRETE BEAM SCHEDULE MARK SIZE BOTTOM BARS TOP BARS •••• STIRr��c.JPS•• •••• STIRRUPS REMARKS W I D LE I FL I RE SIZE SHAPE SPACING B -$ 1 " 8" 3 " 42' 6 #8 *" - 2 #8 1 #8 #4 J1 » 6 O.C. TWO LAYERS ADD 1 4 EA. FACE B -9 1 " 8" 30" 42' 2 #7 - 2 #8 - #3 © 12" O.C. ADD 1 #4 EA. FACE B -10 1 8„ 3© 2' 2 #7 - 2 #8 - #3 0 12" O.C. ADD 1 #4 EA. FACE B -11 8" 16" 2 #7 - 2 #7 - #3 © 6" O.C. 38 -4 B -12 1 ,8„ 3 42' 2 #7 - 2 #7 - #3 © 12" O.C. ADD 1 #4 EA. FACE 12" 12" 8„ 3 It 1 2 #7 - 2 #7 - #3 10" O.C. 12" O.C. ADD 1 #4 EA. FACE B -14 1 $„ 14o 3 42' 2 #7 -- 2 #7 - #3 10" O.C. 12" O.C. ADD 1 #4 EA.. FACE B--15 12" 30" 4 #8 +2 #8 - 3 #8 - #4 10" O.C. 8" O.C. ADD ND LA RACE B -16 1 " 8„ 3 „ 42' 2 #7 - 2 #7 - #3 © 12" O.C. ADD 1 #4 EA. FACE 13-17 8" 16" 2 #7 - 2 #7 - #3 © 6" O.C. 3B -21 13-18 >:e 3, 3 #9 - 2 #7 - #4 © 6" O.C. ADD 1 #4 EA. FACE B -19 12" 24" 2 #7 - 2 #7 - #3 Q 10" O.C. 313-23 B -20 18" 36" 5 #9 2 #9 3 #9 3 #9 #4 10" O.C. 10 SETS 0 6-, EA END. SAL. 012 O.C. ADD 2 #5 EA. FACE B -21 18" 36" 3 #9 3 #9 #4 © 10" O.C. ADD 2 #5 EA. FACE B -22 18" 36" 4 #9 3 #9 3 #9 #4 13 SETS 6-4'r,-EA E END NAL. 012 O.C. ADD 2 #5 EA. FACE B -23 8" 16" 2 #7 — 2 #7 — #3 © 6" O.C. B -24 16" 28" 3 #9 — 5 #9 — #4 © 10" O.C. ADD 1 #4 EA. FACE B -20A 18" 28" 6 #9 4 #9 3 #9 2 #9 #4 10 SETS 0 6-, EA END. DAL. 012 Q.C. ADD 2 #5 EA. FACE B -25 12" 12" 2 #7 — 2 #7 — #3 4" O.C. B -26 8" 24" 2 #6 — 2 #6 — #3 © 1O" 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 8", LEFT END. MA L. 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 5B -2 12" 16" 3 #9 - 2 #6 - #3 © 6" O.C. 5B -3 12" 16" 3 #9 - 2 #6 - #3 Q 6" O.C. 5B -4 24" 30" 8 #9 + 2 #9 - 5 #9 - #3 6" O.C. 1 ADD 1#4 EA. FACE ER 5B -5 16" 30" 5 #9 + 3 #9 - 4 #9 - #3 6" O.C. 1 CAMBER EAE CENTER A C 5B -6 14" 24" 3 #9 - 2 #7 - #3 El 8" O.C. 5B -7 24" 24" 7 #9 2 #7 - #3 L91 8" O.C. 5B -8 16" 32" 2 #7 6 #9 #4 F-1 6" O.C. RB -1 16" 26" 2 #8 - 2 #7 - #3 10" O.C. RB -2 16" 26" 2 #7 - 2 #8 - #3 © 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 © 1Q" O.C. RB -5 16" 24" 3 #8 - 2 #8 - #3 © 1O" O.C. RB -6 8" 24" 2 #7 - 2 #7 °- #3 10" O.C. RB -7 16" 24" 4 #8 -- 2 #8 -- #3 © 10" O.C. RB -8 1 '8„ 2 42' 3 #8 — 2 #8 — #4 0 8" O.C. ADD 2 #5 EA. FACE RB -9 1 8„ 2 2' 2 #7 -- 2 #7 --� #3 10" O.C. ADD 1 #4 EA. FACE RB -10 12'8„ loll 2 4'2' 2 #7 — 2 #7 — #3 Q 10" O.C. ADD 1 #4 EA. FACE RB -11 8" 16" 2 #6 — 2 #6 — #3 Q 6" O.C. RB -12 1 "„ 8 24" 42 2 #7 — 2 # 7 — #3 10" O.C. ADD 1 #4 EA. FACE RB -13 1211 $„ 2 4�29 2 #7 - 2 #7 - #3 0 �� 10 O.C. ADD 1#4 EA. FACE RB -14 1 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 © $" O.C. 1 2ADD qAMBER 4 EA.TFACER RB--16 12`8„ 2 42' 2 #7 - 2 #7 - #3 © 10" O.C. ADD 1 #4 EA. FACE RB -17 8" 16" 2 #6 - 2 #6 - #3 6" O.C. RB -18 ye �� 241-2' 3 #8 - 3 #7 - #4 © " 4 O.C. ADD 2 5 EA. FACE # RB -19 12" 30" 2 #7 - 2 #8 - #3 © 1Q" O.C. ADD 1 #4 EA. FACE RB -20 18" 30" 6 #8 - 3 #8 - #3 © 12" O.C. ADD 1 #4 EA. FACE RB -21 18" 30" 3 #8 - 3 #8 - #3 © 12" O.C. ADD 1 #4 EA. FACE RB -22 18" 30" 3 #8 - 3 #8 - #3 El 10" O.C. ADD 1 #4 EA. FACE RB -23 20" 24" 6 #9 - 2 #7 --- #3 Lm 8" O.C. ADD 1 #4 EA. FACE RB -24 16" 30" 2 #9 - 2 #9 - #3 Ej 8" O.C. ADD 1 #4 EA. FACE CONCRETE BEAM SCHEDULE (CONTINUED ia• ••• • Y Y 0 • a • REINFORCED CONCRETE BEAM SCHEDOLEf • MARK SIZE BOTTOM BARS TOP BARS TRANSV. •••• STIRr��c.JPS•• •••• REMARKS W D LE FL RE SIZE,"`J.SHAPE.° REINF. : SPACINC J1 16" 38 -1 24" 24" 5 #8 - 5 #8 - #4 ED 8 SETS 68 , EA END SAL. 012. O.C. #4012" 0/C 3B -2 12" 24" 2 #7 - 2 #7 1 #7 #3 El 10" O.C. — 36-3 12" 24" 2 #7 - 2 #7 1 #7 #3 El 10" O.C. 6' -6 1/4" 38 -4 12" 24" 2 #7 - 2 #7 - #3 d 10" O.C. #4012" 0/C 3B -5 12" 24" 2 #7 - 2 #7 1#7 #3 A.D.L. =30 PSF L.L. =100 PSF 10" O.C. J8 38 -6 12" 24" 2 #7 - 2 #7 1#7 #3 16" 10" O.C. 4 3/4" 3B -7 12" 24" 2 #7 - 2 #7 - #3 #4012" 0/C 10" O.C. A.D.L. =20 PSF L.L. =30 PSF - J11 16" 6' -6 1/4" 4 3/4" #4012" 0/C #40012" 0/C F A L' =500 PSF - 3B -20 24" 42" SEE DET IL 1 ON S -40 15 SETS 0 6". EA END SAL. 012. O.C. ADD 2 #5 EA. FACE 3B -21 24" 42" SEE DET IL 1 ON S-402 El 12" O.C. ADD 2 #5 EA. FACE 313-22 24" 42" SEE DETAIL 1 0 S -40 10 SETS 04. EA END DAL. 2 O.C. ADD 2 #5 EA. FACE 313-23 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. SLAB TRANSV. TEMP. SUPERIMPOSED REMARKS SPACING THICKNESS REINF. REINF. DESIGN LOAD J1 16" 5' -6 1/429 4 3/4" #4012" 0/C #40012" O/C A.D.L. F LL =50 PSF J2 12" 5' -6" 4 3/4" #4012" 0/C #40012" 0/C A.D.L. =10 PSF L.L. =50 PSF — J3 24" 5' -8 1/2" 4 3/4" #4 012" 0/C #4012" 0/C F A.D.L. =1 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 . LL. F =50 PSF J6 8" 6' -6 1/4" 4 3/4" #4012" 0/C #4012" 0/C F A.D.L. _ 1 PSF — J7 16" 5-6 1/4" 4 3/4" #4012" O/C #4 ®12" 0/C A.D.L. =30 PSF L.L. =100 PSF — J8 8" 5-6" 4 3/4" #4012" 0/C #40012" O/C D LL =100 PSF L. J9 16" 6' -6 1/4" 4 3/4" #4012" 0/C #4012" 0/C A.D.L. _300PSFF — J10 8" 6' -6" 4 3/4" #4012" 0/C #4012" 0/C A.D.L. =20 PSF L.L. =30 PSF - J11 16" 6' -6 1/4" 4 3/4" #4012" 0/C #40012" 0/C F A L' =500 PSF - FOR RIGID INSULATION CONT, 3 "x3 "x20 GA. BENT SEE ARCH. DRAWING PLATE W/ 2 #10 SCREWS TO EA. METAL DECK VULCRAFT STUD AT EA. SIDE. 1.0 E 24 (OR EQ.) ATTACHED TO TRUSSES W/ #10 SCREWS 0 4" O.C. (TYPICAL) d O CONT. 6 "x20 GA. TOP CHORD W/ 2 #10 SCREWS TO EACH TRUSS L TYPICAL RIDGE SECTION i METAL STUD TRUSSES i — i 1 5/8" 03' -0" C/C I I II I II II I I II BRIDGING 55 I II _ II I II II I II _ II I II II I _ II II I II II I II II 2 #10 SCREW II /-0 12" C/C II WALL PER PLAN PL. 10 "x10 "x1 /2" W/ (4) 5/8"0 A.B. x1' -2" LONG TYPICAL ROOF DETAIL 2 #10 SCREW PER TRUSS 1/4" x2" TAPCON 0 6" C/C TO CONC. SLAB CONCRETE. SLAB PER PLAN L 4 "x4 "x1 /4" EA. SEE MECH. J, TYPICAL ROOF TOP MECH. UNIT 12 "x12" CONC. PEDESTAL (SPACED 0 8' -0" MAX) WITH 4 #6 VERT. AND #3 TIES 0 10" Ot9:— 0 F CnnONSULTMIS 13392 SOUTH WEST 128 STREET MIAMI FLORIDA 33186 0 PHONE: 305- 971 —GFCE 0 FAX: 305- 971 -4332 E —MAIL: GFCE *GFCE.NET CERTIFICATE OF AUTHORIZATION #9129