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13-749-091CONCRETE COLUMN NOTES. - 1. TYPICAL DETAIL BELOW SHOWS REINFORCING FROM FOUNDATION TO SLAB OR BEAM ABOVE. SEE ROOF FRAMING PLAN FOR TOP OF COLUMN ELEVA TONS. 2. SEE COLUMN & F0077NG SCHEDULES ON SHEET S4.1 FOR SIZES & REINFORCEMENT. J. STANDARD ACI 90' HOOKS TO BE SAME SIZE AS COLUMN REINFORCEMENT. 4. STEEL REINFORCING SHOP DRAWINGS SHALL INCLUDE ALL HOOKS AND LAP LENGTHS (4) STD. 90'. HOOKS <t: CONC. SLAB OR BEAM REINF. NOT SHOWN EXPANSION JOINT Ell Q CONC. SLAB (SEE PLAN) Wd� _ Q� cn 0. �' —� 10 MIL VAPOR BARRIER IT o ; (4) STD. ..9p'.;HOOKS W • i + • F0077NG SIZE do REINFORCEMENT AS SCHEDULED. (SEE SCHEDULE) 3" REINFORCEMENT AT CONCRETE COLUMNS A COLUMN REINFORCING DETAIL (TYP.) S4.1)SCALE: NTS 577RRUP SPACING AT EACH END CONT TOP BAR (TOP LAYER) OF SUPPORTS (TYP.) REMAINING S77RRUP SPACING (TYP.) Li Lj BOT. BARS CONT. "I ° BARS 2" MAX. (TYP.) 2" MAX. (TYP.) CANTILEVER "L" WHEN APPLICABLE L 1 SPAN L2 SPAN PILE CAP OR COLUMN BEAM STEEL PLACEMENT NOTES. 1. REFER TO BEAM SCHEDULE ON SHEET S4.1 FOR SIZES AND REINFORCEMENT. 2. WHERE NECESSARY CONT. TOP BARS SHALL BE LAPPED 24 BAR DIA. IN MIDDLE 1/3 OF SPAN. J. "l" INTERMEDIA7F BARS SPLICE OVER SUPPORTS W7H 36 BAR DIA. LAP SPLICES. 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. 6. COLUMN REINFORCING NOT SHOWN FOR CLARITY. B -� REAM STEEL PLACEMENT DIAGRAM (TYP.) 54.� SCALE: N.T.S. *SEE DETAIL B/S4.1 FOR TIE LAYOUT #4 @ 12" O.C. 1 " TYP. "I " #5 @ 8" O.G. #5 @ 18" O.C. CONC. EYEDROW TYPE 1 SEE S2.1 FOR LOCATION CONCRETE BEAM TYPE DIAGRAMS 8" #5 @ 12" O.C. #4 @ 12" O.C. TYPE 2 "1 "BROW SEE S2.1 FOR LOCATION M DESIGN AND CONSTRUCTION, INC. 3990 North Powerline Road Ft. Lauderdale, FL 33309 Voice: 954.566.3885 zf) MASONRY WALL REINFORCEMENT SCHEDULE WALL FOOTING SCHEDULE REINF HORIZ. REINF. MW --16 TYPE WIDTH X THICKNESS 16" O.C. 9 GAGE TRUSS TYPE @ 16" O.C. MW -•16A 8" REINFORCEMENT @ WF -24 2'-0" x 1'-0" 8" 3 #5 LONGITUDINAL; #5 @ 14" O.C. TRANSVERSE WF -36 3'-0" x 1'-0" 4 4 #5 LONGITUDINAL; # @ 1 " O.C. T ANSVERSE WF -40 3'-4" x 1'-0" x 4 #5 LONGITUDINAL; #5 @ 16" O.C. TRANSVERSE WF -48 4'-0" x 1'-0" 12" 4 #5 LONGITUDINAL; #5 @ 14" O.C. TRANSVERSE *SEE DETAIL B/S4.1 FOR TIE LAYOUT #4 @ 12" O.C. 1 " TYP. "I " #5 @ 8" O.G. #5 @ 18" O.C. CONC. EYEDROW TYPE 1 SEE S2.1 FOR LOCATION CONCRETE BEAM TYPE DIAGRAMS 8" #5 @ 12" O.C. #4 @ 12" O.C. TYPE 2 "1 "BROW SEE S2.1 FOR LOCATION M DESIGN AND CONSTRUCTION, INC. 3990 North Powerline Road Ft. Lauderdale, FL 33309 Voice: 954.566.3885 zf) 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 ® 32" O.C. 9 GAGE TRUSS TYPE @ 16" O.C. *SEE DETAIL B/S4.1 FOR TIE LAYOUT #4 @ 12" O.C. 1 " TYP. "I " #5 @ 8" O.G. #5 @ 18" O.C. CONC. EYEDROW TYPE 1 SEE S2.1 FOR LOCATION CONCRETE BEAM TYPE DIAGRAMS 8" #5 @ 12" O.C. #4 @ 12" O.C. TYPE 2 "1 "BROW SEE S2.1 FOR LOCATION M DESIGN AND CONSTRUCTION, INC. 3990 North Powerline Road Ft. Lauderdale, FL 33309 Voice: 954.566.3885 zf) C� F'KVJCU 1 CONCRETE COLUMN SCHEDULE CONCRETE TYPE SCHEDULE SIZE r 2 REINFORCEMENT REMARKS VERTICAL TIES TC1 8" x 13" REINFORCEMENT 4 #5 #3 @ 8" O.C. TB -1 TC2 8" x 14" 2 4 #5 #3 @ 8" O.C. Z: TC3 8" x 17" x 4 #5 #3 @ 8" O.C. 2 #5 TC4 8" x 12" 11'-4" 4 #5 #3 @ 8" O.C. #5 TC5 8" x 15" BELOW) 4 #5 #3 @ 8" O.C. #5 TC6 8" x 16" #/4 @ 48" O O. ND AND /) ENDS l 4 #5 #3 @ 8" O.C. 27" TC7 8" x 14 1/2" u'7 ifj 4 #5 #3 @ 8" O.C. 8" *SEE DETAIL B/S4.1 FOR TIE LAYOUT #4 @ 12" O.C. 1 " TYP. "I " #5 @ 8" O.G. #5 @ 18" O.C. CONC. EYEDROW TYPE 1 SEE S2.1 FOR LOCATION CONCRETE BEAM TYPE DIAGRAMS 8" #5 @ 12" O.C. #4 @ 12" O.C. TYPE 2 "1 "BROW SEE S2.1 FOR LOCATION M DESIGN AND CONSTRUCTION, INC. 3990 North Powerline Road Ft. Lauderdale, FL 33309 Voice: 954.566.3885 zf) C� F'KVJCU 1 NulvlC5CK CONCRETE BEAM SCHEDULE 1320MPCP r 2 Z NAME TOP OF BEAM ELEVATION LUi r SIZE uj 7 REINFORCEMENT REMARKS s BOTTOM TOP "I" STIRRUPS* TB -1 11'-4" 8" x 32" 2 .#5 2 #5 REVIEWED: 2 #5 #3 @ 48" O.0 AND (4)#3 @ 24 O.C.© ENDS Z: TB -1A 11'-4" 8" x 32" 2 #5 2 #5 2 #5 O. �3 @ 48"C AND #3 @ @ ' O. O.C.@ ENDS TYPE 2 (SEE DIAGRAM BELOW) TB -1B 11'-4" 8" x 32" 2 #5 2 #5 2 #5 #3 @ 48" O.0 AND(4)#3 @ 24" O.C.@ ENDS TYPE 1 (SEE DIAGRAM BELOW) TB -2 10'-11" 8" x 27" 2 #5 2 #5 2 #5 #/4 @ 48" O O. ND AND /) ENDS l W TB -2A 10'-11" 8" x 27" 2 #5 2 #5 u'7 ifj 2 #5 #3 @ 48" O.0 AND (4)#3 @ 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 TB -4 7'--4" 8" x 12 2 #5 2 #5 #3 @ 48" O.0 AND (4)#3 @ 24" O.C.@ ENDS TB -5 VARIES 8" x 12" MIN. 2 #5 2 #5 #3 @ 48" O.0 AND 1(4)#3 @ 24" O.C.@ ENDS *SEE DETAIL B/S4.1 FOR TIE LAYOUT #4 @ 12" O.C. 1 " TYP. "I " #5 @ 8" O.G. #5 @ 18" O.C. CONC. EYEDROW TYPE 1 SEE S2.1 FOR LOCATION CONCRETE BEAM TYPE DIAGRAMS 8" #5 @ 12" O.C. #4 @ 12" O.C. TYPE 2 "1 "BROW SEE S2.1 FOR LOCATION M DESIGN AND CONSTRUCTION, INC. 3990 North Powerline Road Ft. Lauderdale, FL 33309 Voice: 954.566.3885 zf) C� F'KVJCU 1 NulvlC5CK ISSUE / REVISIONS E— W 1320MPCP r 2 Z w LUi r W uj 7 1320MPCP 8C -r s8`41t s O 0 y CO Cn DRAWN K. Z. 0 REVIEWED: R.Z. Z: CHECKED . C.E.E. .Lu. . C 0 . D r� Z r W SHEET TITLE C/3 STRUCTURAL DETAILS AND �y�j u'7 ifj •, z NHiy 0 S4.1 r , w M O r _ M Cy J N COa >■ U) ...,. . CC3 'C Cn H`n 0 3 Z CL i co Cn i J Seal ....... w 3 RI�N; �.71N1F3RANh, P.E. FL: ,No. 75361 C L --j IL Z) DATE 07-02-13 Q C� F'KVJCU 1 NulvlC5CK ISSUE / REVISIONS E— W 1320MPCP r 2 Z w [ l � r W uj F I L E No. 1320MPCP 8C -r s8`41t O 0 CO Cn DRAWN K. Z. LU REVIEWED: R.Z. CHECKED . C.E.E. L --j IL Z) DATE 07-02-13 Q U UJI J ISSUE / REVISIONS V W z_ COORDINA TION w [ l � 08 12 13 CO Cn z Q C 0 D r W SHEET TITLE C/3 STRUCTURAL DETAILS AND SCHEDULES la, SHEET NUMBER S4.1