Loading...
13-749-092CONCRETE C LUMN NOTES - 1. TYPICAL DETAIL BELOW SHOWS REINFORCING FROM FOUNDATION TO SLAB OR BEAM ABOVE. SEE ROOF FRAMING PLAN FOR TOP OF COLUMN ELEVATIONS. 2. SEE COLUMN do FOOTING SCHEDULES ON SHEET S4.1 FOR SIZES do REINFORCEMENT 3. STANDARD ACI 90` HOOKS TO BE SAME SIZE AS COLUMN REINFORCEMENT. 4. STEEL REINFORCING SHOP DRAWINGS SHALL INCLUDE ALL HOOKS AND LAP LENGTHS. R (4) SID. 90' HOOKS CONC. SLAB OR BEAM REINF. NOT SHOWN FA STIRRUP SPACING AT EACH END CONT TDP BAR (TOP LAYER) OF SUPPORTS (TYP.) REMAINING STIRRUP SPACING (TYP.) n BOT BARS CONT »I" BARS J 2" MAX.(TYP ) 2" MAX. (TYP.) %2" EXPANSION JOINT CANTILEVER "L" D a 4 Cj CONC. SLAB (SEE PLAN) WHEN APPLICABLE L 1 SPAN L2 SPAN 5" PILE CAP OR COLUMN J10 v// x BEAM STEELPLACEMENT NOTES MlL VAPOR BARR/ER 1. REFER TO BEAM SCHEDULE ON SHEET S4.1 FOR SIZES AND REINFORCEMENT CL 2. WHERE NECESSARY CONT. TOP BARS SHALL BE LAPPED 24 BAR DIA, IN MIDDLE 1/3 OF SPAN. r © 3. »» l INTERMEDIATE BARS SPLICE OVER SUPPORTS WITH 36 BAR DIA. LAP SPLICES. i �;� 4. REFER TO BEAM SCHEDULE ON SHEET S4.1 FOR STIRRUP SPACING. • 5. 8" WIDE BEAMS TAKE A MAXIMUM OF TWO BARS PER LAYER OF LONGITUDINAL REINFORCEMENT I (4) S ID...9p . HOOKS P) Ili 6. COLUMN REINFORCING NOT SHOWN FOR CLARITY. 4' ., • ' + • . n � FOO77NG SIZE do REINFORCEMENT ---I AS SCHEDULED. (SEE SCHEDULE) 3" • IRE NFORCEMENT AT CONCRETE COLUMNS A \COLUMN REINFORCING DETAIL (TYP.) SCALA: NTS B BEAM STEEL PLACEMENT DIAGRAM (TYP.) S4.1 SCALE: N.T.S. *SEE DETAIL BJS4.1 FOR TIE LAYOUT #4 ® 12" O.C. #5 @ 8" O.C. vv4rv. �i�u4v rr SEE S2.1 FOR LOCATION TYPE 1 a B" I�`1 CONCRETE BEAM TYPE DIAGRAMS TYPE 2 #5 0 12" O.C. #4 0 12" O.C. LVIVv. L. 1 LpROW SEE S2.1 FOR LOCATION •oo• •r• • MASONRY WALL FOOTING SCHEDULE TYPE WIDTH X THICKNESS 8" #5 REINFORCEMENT WF -24 2'-0" x 1'-0" 3 #5 LONGITUDINAL; #5 @ 14" O.C. TRANSVERSE WF -40 3'-4" x 1'-0" 4 #5 LONGITUDINAL; #5 @ 16" O.C. TRANSVERSE WF -48 4'-0" x 1'-0" 4 #5 LONGITUDINAL; #5 @ 14" O.C. TRANSVERSE *SEE DETAIL BJS4.1 FOR TIE LAYOUT #4 ® 12" O.C. #5 @ 8" O.C. vv4rv. �i�u4v rr SEE S2.1 FOR LOCATION TYPE 1 a B" I�`1 CONCRETE BEAM TYPE DIAGRAMS TYPE 2 #5 0 12" O.C. #4 0 12" O.C. LVIVv. L. 1 LpROW SEE S2.1 FOR LOCATION •oo• •r• • MASONRY WALL REINFORCEMENT SCHEDULE TYPE WIDTH VERT. REINF HORIZ. REINF. MW -16 8" #5 © 16" O.C. 9 GAGE TRUSS TYPE @ 16" O.C. MW -16A 8" #6 @ 16" O.C. 9 GAGE TRUSS TYPE @ 16" O.C. MW -32 8" #5 Q 32" O.C. 9 GAGE TRUSS TYPE Q 16" O.C. *SEE DETAIL BJS4.1 FOR TIE LAYOUT #4 ® 12" O.C. #5 @ 8" O.C. vv4rv. �i�u4v rr SEE S2.1 FOR LOCATION TYPE 1 a B" I�`1 CONCRETE BEAM TYPE DIAGRAMS TYPE 2 #5 0 12" O.C. #4 0 12" O.C. LVIVv. L. 1 LpROW SEE S2.1 FOR LOCATION •oo• •r• • • •ri •ro CONCRETE COLUMN SCHEDULE TYPE SCHEDULE SIZE • U REINFORCEMENT REMARKS VERTICAL NAME TIES TC1 8" x 13" b 4 #5 f • • • #3 © 8" O.C. TOP TC2 8" x 14" 8" 4 #5 32" #3 @ 8" O.C. #5 TC3 8" x 17" 4 #5 TB TB #3 @ 8" 0. C. x x TC4 8" x 12" #5 #5 4 #5 2 #5 2 #5 #3 @ 8" 0. C. BELOW BELOW TC5 8" x 15" x 4 #5 2 #3 © 8" O.C. TC6 8" x 16" r • 4 #5 -2A #3 @ 8" O.C. 27" ]C71 8" x 14 1/221 4 #5 #3 ® (4)#3 #3 Q 8" O.C. TB *SEE DETAIL BJS4.1 FOR TIE LAYOUT #4 ® 12" O.C. #5 @ 8" O.C. vv4rv. �i�u4v rr SEE S2.1 FOR LOCATION TYPE 1 a B" I�`1 CONCRETE BEAM TYPE DIAGRAMS TYPE 2 #5 0 12" O.C. #4 0 12" O.C. LVIVv. L. 1 LpROW SEE S2.1 FOR LOCATION •oo• •r• • • •ri •ro 'C'4 r L CONCRETE BEAM SCHEDULE • U • U • f • 1. NAME TOP OF BEAM ELEVATION i i • SIZE U b REINFORCEMENT f • • • REMARKS f • BOTTOM TOP "I" STIRRUPS* TB -1 11'-4" 8" x 32" 2 #5 2 #5 '0 v 2 #5 #3 @ (4)#3 48" O.0 AND @ 24" O.C.© ENDS TB TB -1A -113 11'-4" 11'-4" 8" 8" x x 32" 32" 2 2 #5 #5 2 2 #5 #5 2 2 #5 2 #5 #3 @ (4)#3 #3 @ (4)#3 48" O.0 AND @ 24 O.C.@ ENDS 48" O.0 AND @ 24 O.C.® ENDS TYPE 2 SEE DIAGRAM TYPE 1 SEE DIAGRAM BELOW BELOW TB -2 10'-11" 8" x 27" 2 #5 2 #5 2 #5 #3 @ (4)#3 48" O.0 AND CSD 24" O.C.@ ENDS O r • TB -2A 10'--11" 8" x 27" 2 #5 2 #5 2 #5 #3 ® (4)#3 48' O.0 AND @ 24 O.C.@ ENDS TYPE 1 SEE DIAGRAM BELOW TB -3 9'-8" 8" x 12" 2 #5 2 #5 #3 @ 48" O.0 AND (4)#3 @ 24" O.C.@ ENDS Ft. Lauderdale, FL 33309 TB -4 7'-4" 8" x 12" 2 #5 2 #5 #3 @ (4)#3 48" O.0 AND @ 24" O.C.@ ENDS TB -5 VARIES 8" x 12" MIN. 2 #5 2 #5 #3 @ (4)#3 48" O.0 AND Q 24" O.C.© ENDS *SEE DETAIL BJS4.1 FOR TIE LAYOUT #4 ® 12" O.C. #5 @ 8" O.C. vv4rv. �i�u4v rr SEE S2.1 FOR LOCATION TYPE 1 a B" I�`1 CONCRETE BEAM TYPE DIAGRAMS TYPE 2 #5 0 12" O.C. #4 0 12" O.C. LVIVv. L. 1 LpROW SEE S2.1 FOR LOCATION •oo• •r• • • •ri •ro 'C'4 r L LO • U • U • f • 1. LU m • • • i • i i • Y U b • f • Y f • • • Y f • • lJ o _ u • • • • • • f f • • • . f • r • V • U ' • • '0 v I Ur Q .5 p Z � y 2 _..a z C 3 i••• •s•rf ••• U J•i• -o V) L •, Z Cl)z �" rC�} U O r • f • Y u • Y -.. w � "" `r"` ` Gr` .•. RECREATIONAL D ESIGN AND CONSTRUCTION, INC. 3990 North Powerline Road Ft. Lauderdale, FL 33309 Voice: 954.566.3885 Fax: 954.566.3335 w 0 0 w m J w J H w J J D w 0 U_ W J m t w m 0 Ly - LL L Li M LL 0 J R cc z IL c LL d r 0 0r 0 To - U) ..,. M 0 mi CL m LU CL•YJ CV w 000 0. >= Ln I o"�"'�' Cl) ©Cn z o Ocr U. w w 20w m 0 z J J I � 2 U) Q z 4 ZSeal. - i... .. o 1ti ti r 1, z 0 4• / •. ,...5 w w RtN4f J. Z�MBI#ANA F.E. 1 L. No, 75361 C/30 PROJECT NUMBER 1320MPCP W LU � FILE No. 1320MPCP 0 UDRAWN K.Z. oREVIEWED: R.Z_ 0 CHECKED : C.E.E. J DATE 07-02-13 0 E—ISSUE / REVISIONS J � w � z w m C;n 0 i,,• z a m C? W SHEET TITLE CJ3 STRUCTURAL DETAILS A"N D SCHEDULBS SHEET NUMBER. S4.1 'C'4 r L LO w -� LU m a b ! G 1=e U lJ o _ u J z Z C w ,4 a � w '0 v I Ur Q .5 p Z � y 2 _..a z C 3 - I' � N U -o V) L •, Z Cl)z �" rC�} _ O U Ly - LL L Li M LL 0 J R cc z IL c LL d r 0 0r 0 To - U) ..,. M 0 mi CL m LU CL•YJ CV w 000 0. >= Ln I o"�"'�' Cl) ©Cn z o Ocr U. w w 20w m 0 z J J I � 2 U) Q z 4 ZSeal. - i... .. o 1ti ti r 1, z 0 4• / •. ,...5 w w RtN4f J. Z�MBI#ANA F.E. 1 L. No, 75361 C/30 PROJECT NUMBER 1320MPCP W LU � FILE No. 1320MPCP 0 UDRAWN K.Z. oREVIEWED: R.Z_ 0 CHECKED : C.E.E. J DATE 07-02-13 0 E—ISSUE / REVISIONS J � w � z w m C;n 0 i,,• z a m C? W SHEET TITLE CJ3 STRUCTURAL DETAILS A"N D SCHEDULBS SHEET NUMBER. S4.1